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COPYRIGHT BEPOSfT, 



THE 

BRIER HILL 

REFERENCE 

BOOK 



PRICE $3.00 



THE BRIER HILL STEEL CO. 

GENERAL OFFICES 

YOUNGSTOWN, OHIO, U.S. A. 



Copyright, 1919, by The Brier Hill Steel Company, Youngstown, Ohio 



(ai s BRIE^R H I L L^ g=d (=d 

THE 
BRIER HILL STEEL COMPANY 

DISTRICT OFFICES 



Chicago, Illinois 
Cleveland, Ohio 
Kansas City, Missouri 



Lynchburg, Virginia 

New Orleans, Louisiana 

New York, New York 

♦ 

Philadelphia, Pennsylvania 

Salt Lake City, Utah 

San Antonio, Texas 

San Francisco, California 



Y 



/ MAk -6 1920 





©CI.A565112 



ES ma BRIER HIL-.L. g=i gsi 



FOREWORD 

THE Brier Hill Reference Book 
contains all of the tables and data 
which the purchaser of Blooms, 
Billets, Slabs, Bars, Plates, Sheets or 
Roofing finds it necessary to consult. 

A pictorial story of the making of 
steel from ore to finished product, 
and additional information of special 
interest to users of steel is included. 

We have endeavored to make this 
edition a textbook rather than a 
catalog. 



Gsi [=i B F3 I L R HILL g=sj i=) 




COKE WORKS, BRIER HILL, PA. 




BY-PRODUCT COKE PLANT, 
YOUNGSTOWN, OHIO 



JEANNETTE FURNACE, 
YOUNGSTOWN, OHIO 




GRACE FURNACE, YOUNGSTOWN, OHIO 




TOD FURNACE, YOUNGSTOWN, OHIO 




OPEN HEARTH PLANT, YOUNGSTOWN, OHIO 
6 



as BRIE1R HII_^L s isi 




ROLLING MILL, YOUNGSTOWN, OHIO 




PLATE MILL, YOUNGSTOWN, OHIO 




THOMAS PLANT, NILES, OHIO 




EMPIRE PLANT, NILES, OHIO 




WESTERN RESERVE PLANT, WARREN, OHIO 



gEna BRIER HILL easa 
THE 

BRIER HILL STEEL COMPANY 

Producers of 

Coal, Limestone 

Ore 

Bee-hive and By-product Coke 

Tar, Ammonium Sulphate, 

Benzol, Toluol, 

Xylol 

Basic and Bessemer Pig Iron 
Low Phosphorus Pig Iron 

Washed Metal 

Blooms, Forging and Re-Rolling 

Billets and Slabs 

Sheet, Tin and Merchant Bar 

Sheared Plates 

Black and Galvanized Sheets 

Blue Annealed Sheets 

Single- and Double-pickled Sheets 

Deep Drawing Stock 
Nickel-plating and Enameling Stock 

Special Finish Sheets for 

Automobile and Furniture Manufacture 

Formed Roofing and Siding 



so ei BRIER HIL^L a a 

THE 
BRIER HILL STEEL COMPANY 

FORMAL organization of the Brier Hill Steel Com- 
pany was effected on January 29, 1912, being a 
consolidation of independent blast furnace and 
rolling mill interests that have been prominent in the 
iron and steel industries in the Mahoning Valley for 
many years. 

At the time of its organization, the company's 
works included two blast furnaces at Youngstown and 
extensive sheet mill facilities at Niles, about nine 
miles west. The two blast furnaces at Youngstown 
are known as the Grace and Tod stacks and were con- 
trolled, respectively, by the Brier Hill Iron & Coal 
Co. and the Youngstown Steel Co. 

The Brier Hill Iron & Coal Co. is one of the oldest 
iron manufacturers in this part of the country, the 
original organization dating back to 1838. At that 
time it was known as the Akron Mfg. Co. and was in- 
corporated for the purpose of manufacturing iron, 
steel, nails, stoves, pig iron and castings of all kinds. 
In 1859 the office of the Akron Mfg. Co. was moved to 
Brier Hill, Ohio, and the name changed to the Brier 
Hill Iron Co. At that time the company acquired a 
blast furnace, of seventy-five to eighty tons of pig iron 
per week capacity, located in Brier Hill, which was 
rebuilt later and named the Tod Furnace, by which 
name it is still known. In 1867 the Brier Hill Iron 
Co. was merged into the Brier Hill Iron & Coal Co., 
which was incorporated for manufacturing pig iron 
and merchant iron and for the mining of coal. A coal 
mine was situated in Brier Hill and the fuel was de- 
livered to the blast furnace, a short distance away, 
by means of tram cars, drawn by mules. In 1882 the 
capital stock and productive capacity of the com- 
pany were increased and the Grace Furnace was 
erected in 1890. 

The Youngstown Steel Company was founded in 
1882. The first plant of the company, a small foun- 
dry for the making of steel castings, was built on 
what was, at that time, known as the flats, near the 
plant of the William Tod Co. One year after the or- 



G=D E=-l B F3 I El F* HILL C!=D Ejj] 

ganization, the company built a plant in connection 
with the Tod Furnace, owned by the Brier Hill Iron 
and Coal Co., for the manufacture of washed metal. 
The plant was built in connection with the furnace 
in order to eliminate the cost of remelting and for im- 
proving the quality of the finished product. In 1890 
the Youngstown Steel Co. purchased the Tod Fur- 
nace and the adjoining property from the Brier Hill 
Iron & Coal Co. and increased its washed metal 
making capacity. 

Previous to the introduction of the basic open- 
hearth process into the United States, washed metal 
was the most essential constituent entering into the 
production of high grade boiler plates. Since the de- 
velopment of the acid open-hearth steel, new fields 
have been opened up for the use of this metal, includ- 
ing the recarburization of crucible steel and making of 
certain high grade steels in electric furnaces. The Tod 
Furnace was rebuilt by the Youngstown Steel Co. in 
1890 and its daily capacity considerably increased. 

The Brier Hill Iron & Coal Co. acquired extensive 
coal property in Western Pennsylvania and built a 
plant for the making of Connellsville coke in connec- 
tion with the coal mines. It was the above-men- 
tioned properties, together with the two sheet rolling 
mills, located at Niles, Ohio, that formed the nucleus 
around which the present organization of the Brier 
Hill Steel Co. was built. The sheet mills included 
the Thomas Works, formerly operated by the Thomas 
Steel Co., and the Empire Works, controlled by the 
Empire Iron & Steel Co., and were equipped to roll 
sheet steel products of all kinds as well as to pro- 
duce a high quality of galvanized steel sheets and 
formed roofings and sidings. 

Although at the time of the organization, the Brier 
Hill Steel Co. was well equipped with blast furnaces 
and finishing mills, it lacked the steel-making capa- 
city necessary to make it a self-contained unit. The 
interests associated with the company also owned val- 
uable ore mines in the Lake Superior district, and ex- 
tensive coal fields, bee-hive coke ovens and limestone 
deposits in Western Pennsylvania. In order to fill 
the gap in the manufacturing facilities, plans to 



10 



eeSEeeio BRIER I-iIL^L [=1 t=i 

build an open-hearth steel plant and rolling mill 
were included in the original scheme of organization. 

Land for the new plant was available, a number of 
acres along the Mahoning River, adjacent to the blast 
furnaces, having been purchased about twenty years 
before. Work on an open-hearth plant was commenced 
in 1913. The equipment consisted of seven open-hearth 
furnaces and a six hundred ton mixer, together with 
the necessary gas-producers and pouring and charging 
devices. A rolling mill, with a capacity for handling 
twenty-two hundred tons per day, was built at the 
same time and on February 7, 1914, the first ingot 
passed between the rolls. The rolling mill, in addi- 
tion to producing semi-finished, open-hearth steel for 
the finishing mills at Niles, was prepared to roll billets, 
blooms and slabs for the open market. In 1914 the 
open-hearth plant was increased to twelve furnaces 
with a capacity equal to that of the rolling mill. 

In December, 1916, the purchase of the Western 
Reserve Steel Company's plant at Warren, Ohio, was 
consummated, increasing the number of sheet mills 
to twenty-eight and giving the company a greater 
producing range in the sizes of sheet steel. 

The erection of a complete by-product coke plant 
took place in 1917. This plant consists of eighty-four 
by-product coke ovens, an ammonium sulphate plant, 
and complete equipment for the recovering of benzol, 
toluol, xylol, napthalene, etc. Immense quantities of 
commercial tar and gas are also recovered by this pro- 
cess, the latter being used as fuel in the various plants. 

In 1918 the Jeannette Furnace was blown in, in- 
creasing the pig iron producing capacity by five hun- 
dred tons per day. During the same year, a huge 
concrete ore yard, of one million tons storage space, 
was erected and a travelling ore bridge and car 
dumper equipment, capable of unloading one hun- 
dred fifty cars per day, were installed. 

The purchase of considerable acreage, immediately 
west of the original property, provided adequate 
space for expansion, and in the fall of 1917, the erec- 
tion of the Brier Hill Plate & Jobbing Mills was com- 
menced. One year later the first plate was rolled on 
this mill. The building in which this unit is contained 



ii 



as BRIE1R H I LL 






bears the distinction of being the largest mill building, 
under one roof, in this country. The plate rolling 
equipment is composed of one 54" three-high mill and 
one 132" mill of the same type, each unit having its 
full complement of continuous furnaces, roller tables. 
levellers, shears, scales, etc. This plant produces 
sheared plates of all description, ranging from ~x±" to 2" 
in thickness, and widths up to and including 120". A 
number of original engineering ideas were incorpo- 
rated in the building of this plant, making it one of 
the finest of its kind in the world, with a monthly 
capacity of more than thirty-five thousand tons. 

The recent acquisition of additional ore mines and 
coal fields places the Brier Hill Steel Co. practically 
independent of the open market for requirements of 
raw materials, for an indefinite period. 

The company also operates in connection with the 
Tod Furnace a washed metal plant having a capacity 
of one hundred fifty tons per day. This is the only 
plant of its kind in the United States. The process 
which removes the silicon, manganese, sulphur and 
phosphorus, produces the highest grade of recarburiz- 
ing metal known, and this metal is. also, one of the 
most important elements entering into the manufac- 
ture of high grade tool steel, electric crucible steel, etc. 

The blast furnaces, by-product coke plant, steel 
works, rolling mill and plate mill are situated on a 
tract of land of approximately two hundred fifty acres. 
lying on the north bank of the Mahoning River at 
Youngstown. Ohio. The Thomas and Empire Works 
are located on the banks of the same river at Xiles. 
about nine miles west, and the Western Reserve plant 
is about five miles farther west, at Warren. Ohio. 

The products of the company include the following: 
Coal, limestone, ore. bee-hive and by-product coke, 
tar. gas. sulphate of ammonia, benzol, toluol, xylol, 
light and heavy solvent naphtha, naphthalene, wash- 
ed metal, basic and bessemer pig iron, low phosphor- 
ous pig iron, forging and rerolling billets, forging and 
rerolling slabs, sheet and tin bar. sheared plates, blue 
annealed, black and galvanized sheets, formed roof- 
ing and siding, single and double pickled sheets auto- 
mobile and furniture stock, deep drawing stock, etc. 



12 



Iron Ore Mines 

and 

Mining 




iRIE^R H -I L_ L 




BIWABIK MINE 




»*^fe- 




PENNINGTON MINE 




DUNWOODY MINE 



All forms of iron and steel, whether the finest 
l spring of a watch or the gigantic steel frame 
work of our modern sky-scraper, emanate from a 
common source — iron ore. Eighty-four and one-half 
per cent of the iron ore found in this country comes 
from the Lake Superior district and is in iron produc- 
ing quality, the finest found anywhere in the world. 



11 



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3 


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H I L I_ 


1=1 (=i 









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MftM 






lliWfP 




The Biwabik, Pennington and Dunwoody Mines, 
operated by the Brier Hill Steel Company, are 
situated in this district which furnishes to the iron 
and steel industries over 67,000,000 tons of ore 
annually. When viewing these vast ranges of reddish 
brown ore, it is difficult to imagine the potential pos- 
sibilities of this important asset of our national wealth. 



15 



pa i=i B R I EL R 



HILL 1=1 nr 




DIGGING ORE WITH STEAM SHOVELS 



Iron ore is divided generally into four classes; red 
hematite, brown hematite or limonite, magnetite 
and carbonate and range according to the amounts 
used in the United States in the order given. 

A large proportion of iron ore is found so close to 
the earth's surface that it can be won by merely 
stripping off the outer layer of earth and removing it 
with steam shovels. This method of recovering the 
ore is known as strip mining and has served to bring 
about the development of our present powerful 
engineering machinery. A steam shovel, capable of 
loading seventy-five hundred tons of ore in a day, is 
an admirable example and without which the building 
of the Panama Canal would have been impractical. 



16 



i=3 ■ B R I E, R HILL. 1=1 1=1 




■iiiiii iiiiiiii'iiiiim 



■HBHHSHB 



SHAFT MINING 



IT is frequently necessary to sink shafts to a con- 
siderable depth, compelling the installation of 
elaborate and expensive machinery. This process is 
much more costly than strip mining, as the produc- 
tion is considerably less. However, the mines of the 
Lake Superior district are almost entirely of the 
strip variety as nature was kind enough, when placing 
the ore, to leave it so close to the earth's surface that 
the sinking of shafts was entirely unnecessary. 



17 




mm ... - —i. 

HYDRAULIC MINING 



Some ores are found combined with clay and rock, 
making their recovery extremely difficult except 
by the process known as Hydraulic Mining. This 
consists of playing powerful streams of water upon 
the ore bed, as shown in the illustration. 

The force of the water gradually wears the entire 
structure away, while the heavy ore sinks to the 
bottom, allowing the lighter clay and other refuse to 
be washed away. 



18 



g=d n=i BRIER 



HILL 



[=] [=i 



"-let 










ORE CRUSHERS 



Small dump cars are used to convey the ore from 
the mines and fields to pockets, similar to those 
used in coal mining practice from which it is auto- 
matically dumped into waiting railway cars for re- 
moval to the dock. 

The ore is frequently taken from the mine in 
large lumps which must be broken up to facilitate 
handling. The electrically operated crusher shown 
above crumbles the ore and, through a series of 
screens, grades it according to size. It passes through 
chutes into railway cars for transportation. 



19 



[=] 



B R I e: R 



HILL s isi 




ORE TRAINS TRANSPORTING ORE TO DOCKS 

The cars used for transmitting the ore to the dock 
are the fifty-ton steel hopper type, arranged to 
empty through the bottom. Some docks, however, 
are equipped with a huge tilting mechanism which 
tips the whole car, unloading it much more quickly 
and with a great saving of labor. 

Before unloading, the cars are weighed while in 
motion by a special scale which automatically records 
the weight of each, thereby eliminating congestion 
which must necessarily result from the stopping of 
the train for each car. 



20 



[=n i=i B R I El R 



H I L^ L^ isi s 




HANDLING EQUIPMENT AT DOCKS 



The necessity for speed and economy in transfer- 
ring the ore from the cars to ore boats has brought 
about the installation of elaborate machinery at both 
shipping and receiving ends. When the cars reach 
the dock they are conveyed on trestle work to a 
position over the bins high above the dock, where 
their burden of ore is emptied into the bins or re- 
ceiving pockets ready to be transferred to the ore 
boats. From these pockets it is fed through chutes 
into the hold of the vessel by gravity. A loading 
record of 12,032 tons in 125 minutes was established 
in 1917. 



21 



Isl Is! 



B R I e: R 



H I I_ L_ 



i=i [=] 




.,, 



HANDLING EQUIPMENT AT DOCKS 



THE docks shown above are wide enough to accom- 
modate four tracks on top. The ore is dumped 
into pockets holding about 350 tons each, from which 
it flows through chutes into the ore vessel at the 
rate of 100 tons a minute. The boats used to haul 
the ore to the lower lake ports are especially con- 
structed for the iron ore trade, being merely steel 
shells with quarters for crew and machinery at bow 
and stern, the hatches built with exact twelve-foot 
centers between. This provides a maximum of stor- 
age space as well as permits ease of unloading when 
the vessel reaches its destination. 



22 



1=3 .Gal 13 F3 I E, R 



H I I_ L s 1=1 




ORE BOATS EN ROUTE 



Iarge steam shovels, ore boats, gravity docks and 
J unloading and coaling devices, together with the 
low cost of water transportation, have made our 
modern iron and steel preeminence possible. The 
importance of our lake transportation can best be 
realized by the comparison of lake and rail rates, 
lake rates in the past having been as low as $.0007 
per ton per mile, while, at the same time, the rail 
rate was $.005 or more than seven times as much. 

The claim is made for these boats that they will 
carry a ton of ore one mile using only one ounce of fuel. 



2;5 



[sa lea B R I El-R HILL- a @ 




RECEIVING DOCKS AND STOCK PILES 



a lthough the boats are loaded by gravity, it is 
A necessary to remove the cargo by mechanical 
means. Traveling grab buckets with a capacity of 
seventeen tons, remove the ore from the vessel's hold 
and deposit it in stock piles or waiting railway cars 
for transportation to the blast furnaces. 

On account of ice and weather conditions, lake 
navigation is suspended for about five months in 
each year. In order to provide sufficient ore for a 
twelve month run of the blast furnaces, stock piles 
are accumulated at the mines, receiving docks, lake 
ports and blast furnaces. 



24 



g=] gud BRIE^R HILL G=rG=a 




lli ,! 




PANORAMIC VIEW. BEE HIVE COKE OVENS 




BEE HIVE OVENS 



26 



Isl Gal BRIER H I L I_ [=0 G=D 





r^C 




POWER PLANT, BEE HIVE OVENS 

27 



bb B R I KIR H I I_^ L^ g=3 1=1 

COKE, which is one of the most important fuels used 
in the manufacture of iron and steel, has entirely 
taken the place of coal for melting purposes, on ac- 
count of its cheapness and because of the fact that 
it melts more quickly. 

Bee Hive Coke is made in ovens, similar in shape 
to a bee hive, having no opening other than a door 
at one side used to regulate the draft and draw the 
completed coke off, and a trunnel head or round hole 
at the top which permits the escape of gases and 
smoke, and through which the coal is charged. 

The coal is conveyed from a tipple in iron lorries 
or wagons with bottom or side discharges. They run 
on a broad-gauge railroad track, laid on top of the 
ovens and are hauled either singly by mules, in 
trains by small locomotives, or are electrically driven. 

The coal falls into the oven in pyramidal shape and 
is ignited from the heat of the walls, the oven being 
charged directly after it is drawn and while still hot 
from the burning of the last coke. 

The burning continues for forty-eight or seventy- 
two hours, the fire being regulated by increasing or 
diminishing the opening in the door on the side of 
the oven. 

The floor of the oven is solid and the air which 
supports the combustion is admitted at or over the 
surface, producing an action more in the nature of 
distillation than combustion. 

When the coking period is completed, streams of 
water are played over the glowing mass to extinguish 
the fire. It is important that the water be intro- 
duced at the right time as considerable loss of coke 
will result from overburning. After cooling some- 
what, the coke is withdrawn from the oven by means 
of hooks and the fire entirely extinguished, prepara- 
tory to transportation to the blast furnace. 



28 



By-Product Coke 




1=11=1 B R I E; R HI L.L i=j i=j 




PANORAMIC VIEW, BY-PRODUCT COKE PLANT 




BY-PRODUCT COKE OVENS 



30 



g=] mii BRIER 



HILL i«] (=3 




IN 1713 coke was first introduced as a substitute 
for the fast disappearing charcoal that was being 
used exclusively for fuel at that time. Coke is now 
recognized as the standard fuel for smelting iron 
ores. The invention of the by-product method of 
producing coke has practically revolutionized this 
industry. By this process certain properties, which 
have heretofore been wasted, are recovered, resulting 
in a considerable saving to the manufacturer. In 
addition to its economic value, this system makes it 
possible to produce a standard grade of coke, with 
known chemical and physical properties, close to the 
blast furnace. 



31 



[=d o=i B R I El F£ 



HILL 



[=] 




COAL CRUSHER 



IN the bee-hive process lump coal is used, but in 
order to obtain the best results in the by-product 
method, the coal is first crushed so fine that seventy- 
five per cent of it must pass through a y% screen. 
The lump coal is conveyed from the cars to a Brad- 
ford breaker which removes all foreign susbtances 
such as wood, stone, slate, etc., and breaks the 
lumps down to pass through a l 1 /^" screen. From 
this machine the coal passes to a Hammermill 
breaker, which completely crushes it and thoroughly 
mixes the various kinds before it is conveyed to the 
charging bin, located over the ovens. 



32 



as B .R. I E R H I I_^ L isa-isa 



W ?^| 




CHARGING OF OVENS 



The charging lorry shown here contains a suffi- 
cient charge for one oven and receives its supply 
of pulverized coal from the charging bin. It travels 
over the top of the entire battery of ovens, refilling 
each as soon as the completed charge has been 
withdrawn. 



33 



[=3 is5| b R I E: R 



HILL. 




DRAWING OFF THE COMPLETED 



REDUCED to its simplest elements, a by-product 
coke plant is nothing more than a brick chamber 
surrounded by heating flues and provided with a 
pipe through which the products of distillation may 
be led off. 

The coke chamber consists of a long narrow retort 
of silica brick, a number of which are built side by 
side to form a battery. There are thirty vertical 
heating flues on each side of the oven which provide 
a uniform heat at all points. 

Thirty-eight to forty per cent of the gas produced 
during the making of coke is used to heat the ovens 
by an ingenious arrangement of the regenerator type. 



34 



IsJ 



BRIER 



H I L L_ 1=1 pa 




// / 

DRAWING OFF THE COMPLETED COKE 

The duration of the coking period is considerably 
less than that required in the bee-hive process. 
The electric ram, shown on the opposite page, enters 
the oven at one end, ejecting the entire charge of 
coke in one glowing block. As it leaves the oven it 
breaks under its own weight, falling into the quench- 
ing car shown above. 



35 



[=] 1=] 




pr ^ 




QUENCHING 



THE glowing coke is conveyed to the quenching 
tower shown above, where a deluge of water com- 
pletely extinguishes the burning mass preparatory to 
its being loaded into cars. It is necessary that the 
quenching operation be completed as quickly as pos- 
sible in order to prevent loss by over burning. 



36 



se- B'R I ER 



H I L^ L 



[=) tsi 




From the quenching tower the coke is dumped onto 
a wharf from which it is fed by belts up an incline, 
where a rotary sieve grades it according to size. A 
further arrangement of belts loads it into coke cars, 
one of which is provided for each separate size and 
which carry it to the blast furnaces. 



:>7 



[si Gal BRIE1R HILL Gal Qal 




BY-PROIHCT RFXOVERY PLANT 



TAR, ammonium sulphate, benzol, toluol, etc., are 
recovered by the aid of intricate machinery. The 
maze of pipes, valves and vats, shown in the illus- 
tration, is a portion of that used in the recovery of 
these various properties. These products all pass 
off with the volatile matter that is freed from the 
coal during the coking period and which is conducted 
through a large pipe to the distillation plant. After 
the various properties are separated from the gas, a 
portion of which is used for heating the ovens, the 
balance is available for power, illumination or other 
purposes. 



38 



is] i=i BRIER 



H I L^ L 



1=1 i=j 





BENZOL PLANT 



RICH coal gas is the main by-product recovered. 
After being washed free from dust, tar, am- 
monia, etc., it is run into holders or tanks from 
which it is distributed for use as fuel. Tar, which is 
the next by-product in importance, is collected in a 
large main over the tops of the ovens. It flows with 
the gas to the washers, where, by rather complicated 
operations, it is freed from other substances. In all, 
the by-products recovered number many hundreds 
and include valuable medicines, dyes, flavoring ex- 
tracts, explosives, lubricants, photo-developing 
agents, etc. 



39 



i«] ma B R I E, F* 



HILL s s 




BENZOL PLANT INTERIOR 



IN our own By-Product Plant are produced, in 
addition to Coke, Gas and Tar, the following: 
Ammonium Sulphate, Light Oil, Crude Solvent 
Naptha, Napthalene, Benzol, Toluol and Xylol. 



40 



Pig Iron 




B R I E, R 



HILL isi is 




GENERAL VIEW OF BLAST FURNACE 



THE first step in the conversion of iron ore into 
metallic iron occurs in the blast furnace. The fur- 
nace proper, in which the smelting takes place, is 
about 20 feet in diameter and 80 feet high, and is con- 
structed of a number of courses of fire brick, incased 
in a shell of plate iron, strongly riveted together to 
withstand the enormous pressure to which it is sub- 
jected. 



42 



a.a B RIER 



HILL 



i=j [=1 




GAS WASHER 



AVERY intense heat is necessary to accomplish the 
melting of the iron ore. Gas, which is produced 
in the furnace during the melting process, is the fuel 
used and is conducted from the top of the furnace by 
means of pipes called " down-comers." The "down- 
comers" lead into a large tank called a dust catcher 
and the gas passes from this through a gas washer or 
scrubber, where the dust and accumulated dirt are 
removed by passing it through a spray of water. It 
is then ready for the boilers and hot blast stoves. 



43 



[sal G=3 B R I & R 



HILL S lal 




ORE BRIDGE AND CAR DUMPER 



THE iron ore is conveyed from the mines as de- 
scribed on the foregoing pages and delivered to 
the blast furnace in hopper cars and is unloaded by 
the ingenious device shown in the illustration on the 
extreme right. An immense ore yard, with a capacity 
of a million tons of ore, is used as storage space for 
the various kinds of ore from which it is removed 
by means of the traveling grab bucket, operated 
from the movable ore bridge, also shown above. The 
various kinds of ore, which determine the quality of 
the pig iron, are placed, in exact quantities, in a 
transfer car, which travels on a runway connecting 
the three blast furnaces. The transfer car delivers 
the ore into bins where further mixing is accom- 
plished. From the bins the ore is received into elec- 
tric lorry cars which deliver it to the skip hoist. The 
skip hoist operates on an inclined plane, traveling to 
the top of the furnace where the various ingredients 
are charged. 



aa B R I E, F2 



I-i I L 1^ t=3 H=3 




The raw materials entering into the production of 
pig iron are iron ore, carbon in the form of coke, 
and limestone. The gas, as described on the foregoing 
pages, is recovered from combustion in the furnace 
and is conducted through the gas washer to hot 
blast stoves which are lined with a number of courses 
of fire brick checker work. Powerful blowing engines 
force pure air through this checker work, heating it to 
an intense degree and which upon entering the fur- 
nace, aids in the combustion of the coke and the 
smelting of the raw ore. 



o=3 i=i B R I E^ R 



H I L_ I_ S lal 




SKIP-HOIST CHARGING 



Stated quantities of ore, coke and limestone are 
placed in the skip-hoist bucket which is raised 
to the top of the blast furnace on an inclined plane, 
known as the skip-hoist, and charged in layers into 
the furnace where the melting takes place. Great 
care is necessary in introducing the charge in even 
and successive layers so that the ore will melt and 
descend steadily and evenly. 



46 



B R I El R 



H I !_. L 



1=1 




CHARGING BLAST FURNACE 



THE ingredients, when improperly charged, fre- 
quently cake, forming a dome-shaped mass near 
the top of the furnace. As the ore and coke near 
the bottom of the furnace become molten and are 
drawn off, the upper portion gradually weakens and 
falls, resulting in the loss of a large part of the charge 
and frequently causing a great deal of damage to 
the furnace itself. 



47 



H I L L_> as 




INTERIOR VIEW OF BLAST FURNACE SHOWING TUYERES, ETC. 

The hot blast, which is so important an aid to the 
combustion of the coke, is introduced into the 
furnace near the bottom through ports called tuyeres. 
To enable these ports to withstand the intense heat, 
they are cooled by a constant stream of water passing 
through and around them. The photograph gives a 
good general view of the furnace, showing the tuyeres 
and the running water for cooling the ports. 



48 



tsi 1=1 B R I E, F* 



H I L_ L_> s lal 




POURING PIG IRON 



AS the melting proceeds, the iron and slag sepa- 
A rate, owing to their different specific gravities, 
the lighter slag floating on top. The furnace is tapped 
and the iron drawn off. A series of troughs conduct 
the molten iron to pig iron beds for sand casting, or 
direct to ladles for open hearth work, when the 
plant is so arranged that it is to be immediately 
converted into steel. 



u* 



s s BRIE^R HILL 




PLUGGING THE BLAST FURNACE 



When the iron has all been drawn from the 
furnace, in order to prepare it for the next cast, 
it is necessary to plug the hole from which the iron 
is drawn. A "clay gun" operated by steam, hurls 
clay bullets into this opening at the rate of about 
ninety a minute, forming an effective barrier against 
the ever descending metal. 



50 



is=i n=3 B R I E, F* 



HILL 




MACHINE OR CHILL CASTING 



LATER day practices have brought into use the pig 
1 machine shown above, which consists of an end- 
less chain of iron moulds into which the molten pig 
is poured. These moulds move toward the top of the 
incline, and during their progress the pigs of iron are 
deluged with water, which thoroughly cools them. 
As they reach the top, they are automatically dumped 
into railway cars ready for shipment. This process 
is generally known as chill casting. 



51 



I ER H I I_ L_ 1=1 isi 




Slag, whose chief constituent is limestone, is 
tapped from the furnace and either allowed to 
cool gradually, or run while molten into water vats, 
which granulate it. forming the commercial granu- 
lated slag commonly used for road beds and concrete 
foundations. Steam shovels are employed to remove 
the slag from the bed and load it for shipment. 



52 



mi ^ B R i e: R 



HILL 



[=} (^ 





i^— gear 



i 



THE intensely hot pig iron flows from the cupola 
through a cast-iron trough lined with heat resist- 
ing material, and is emptied into a 45-ton ladle, in 
which it is carried to the mixer. The ladle is con- 
structed of heavy plate steel lined with fire brick, and 
must be recoated inside with fire clay after it is 
emptied before it may be used again. 



53 



[=n 1=1 B R I E, « 



H I L_, I_ (=i[=i 




HS 



HOT METAL TRAIN TO MIXER 



i 



A large percentage of the pig iron produced in our 
. blast furnaces is neither cast in pigs nor chill 
cast, but is drawn directly into ladles which rest on 
special cars, a number of which are coupled together 
and drawn to the steel plant to be emptied, while 
the iron is still molten, into the mixer. 



54 



i=i' i=i B R I E, R 



H I L L a iai 




CHARGING MIXER 



The mixer is a large pear-shaped receptacle having 
a capacity of 600 tons and may serve one of three 
purposes: To keep the iron molten until ready for 
use, to obtain a more uniform composition by mixing 
the products of a number of blast furnaces, or to 
effect a certain amount of desulphurization. 



55 



oa B R I E^ F* 



HILL 



.1=1 '[=1 




POURING OFF MIXER INTO LADLE CARS FOR O. H. CHARGING 

When the charge in the open-hearth furnace is 
ready to receive the pig iron, the mixer is 
tilted and emptied into an electrically operated ladle 
car, which delivers it to the furnace. 



56 



Washed Metal 




i=i i=i B R I ER HE I L^.L g=j i=i 




r. ■ 





WASHED METAL 



The Brier Hill Steel Company operates the only 
washed metal plant in the United States. The 
process may be considered as the sole survivor of the 
numerous methods attempted for refining crude iron, 
when the result aimed at was the removal of phos- 
phorous from steel-making pig iron. The washing 
plant is placed near one of our blast furnaces, which 
supplies it with molten crude iron, and consists 
briefly of a reservoir, a Pernot furnace, a reheating 
furnace and a casting machine. 



58 



G=a n=i Q R I E, F* 



H I L^ L ei isi 




WASHED METAL 



The reservoir is of fifty tons capacity, and holds 
sufficient iron to make four washed metal charges. 
The heat contained in the iron is augmented by an 
oil burner to keep it molten until ready for the 
washing process. In the Pernot furnace where the 
washing takes place, all of the silicon and manganese, 
90% to 95% of the phosphorous and 30% of the 
sulphur are eliminated from the iron. 



59 



(=i 1=1 B R I El R 



H I L_ L_ [~] i=a 




WASHED METAL 



From the Pernot furnace the iron is directly cast 
in a large plate, which is later broken up into 
handling size chunks, or the metal is conducted to a 
reheating reservoir, reheated and cast into moulds 
for shipment. Washed metal is used chiefly by 
makers of crucible steel, high-grade tool steel and 
for electric crucible steel. 



Open Hearth 
Steel 




. ,,,- --V- - 



ff%g gPfi 



firri rwmm 

vis-u/ .?;.„,.>! jj J-;: 



»T#i 




G=a n=i BRIELR H I L^ !_. 1=1 t=i 




OPEN HEARTH STEEL PLANT 




CHARGING FLOOR OF OPEN HEARTH 



THE basic open -hearth process of making steel 
was developed in order to utilize certain grades of 
scrap and pig iron not suited to the Bessemer process. 



&_ c=i BRIE1R H I I_ L_ (=][=] 



I ! 







- 





POURING FLOOR OF OPEN HEARTH 



The phosphorus, which has a tendency to produce 
cold shortness, and sulphur, which causes red 
shortness, are increased during the Bessemer or 
crucible processes, whereas in the basic open-hearth 
method, they are removed. 



63 



[=]' 1=1 



IER 



M I !_. L [=1 1=1 




GAS PRODUCERS 



Gas is the fuel which provides the intense heat 
necessary for melting and refining the metal. A 
battery of gas producers convert carbon in its natural 
state as found in coal to carbon monoxide, a highly 
combustible gas. This gas is mixed with air just as it 
enters the furnace. A portion of the gas produced by 
the by-product ovens is also used to heat the open- 
hearth furnaces. 



64 



&n=i3 B R I ER 



H I 1_^ l^ i=J i=j 




MECHANICAL CHARGING OF FURNACES 



SCRAP iron and limestone are loaded into special 
wrought iron charging boxes which rest on small 
cars and are drawn in trains immediately in front of 
the charging doors. 

An electric charging machine, shown above, per- 
forms the task of placing the scrap iron and limestone 
in the furnace. Limestone is charged first and spread 
in a fairly even layer over the bottom. 

The scrap iron is next introduced and brought to 
a moderately high temperature before the molten 
iron is charged. 



65 



I E; R 



HILL 



j=j. i=j 






CHARGING MOLTEN IRON 



THE hot metal is charged directly to the open- 
hearth furnace from the ladle, shown on page 56. 
The car is drawn by an electric locomotive to the 
charging floor where a crane lifts the ladle and car- 
ries it to the furnace. The molten iron is conducted 
into the open-hearth furnace by a trough placed in 
position by the charging machine. 



s d=i BR'IE^R H I LL ' isi i=i 




TAPPING THE OPEN HEARTH 



As the melting proceeds, samples of the bath are 
l. taken from time to time to determine whether 
or not the charge has reached the proper analysis. 
The sample is either broken and tested by fracture, 
or rushed to the chemical laboratory for a "control 
analysis," the metal being held in the furnace mean- 
while. If the results of this test are satisfactory the 
steel is poured. On the side of the furnace opposite 
the charging doors and at the bottom of the bath is 
the tap-hole through which the completed charge of 
steel is drawn off. As the metal leaves the furnace 
it is received in a brick-lined ladle, which is equipped 
with a bottom nozzle and vertical stopper. 



I E'R 



H I L_. L_ i=i 1=1 




POURING INGOTS 



THE slag, being of a different specific gravity, floats 
on top of the bath and is emptied into a separate 
receptacle after all of the steel has been drawn from 
the furnace. The ladle into which the steel flows is 
of one hundred tons capacity, sufficiently large to 
contain the output of one furnace. As soon as the 
pouring operation has been completed, the metal is 
carried to the waiting ingot molds and the casting 
begins. The steel flows from the nozzle in the bot- 
tom of the ladle, filling each mold in turn until the 
entire charge is exhausted. 



r--i — 



B R I e: R 



I 1 I I < 1 / 



[=] 1=] 




#Mfti 








INGOT TRAIN 



Great care must be exercised that the pouring be 
performed at the proper temperature in order to 
eliminate skulling in the ladle and to permit the 
escape of dissolved gases thereby reducing the possi- 
bilities of piping in the ingot. This is the term given 
to elongated interior cavities which are due to uneven 
contraction and which have an undesirable effect 
upon the rolled product. The completed charge of 
a furnace contains about thirty ingots which are 
mounted on special cars forming a train and hauled 
to the stripper. 



Is] [S3 




STRIPPING INGOTS 



The ingot is allowed to stand until it has become 
sufficiently solid to permit its removal from the 
mold. This is accomplished, as illustrated above, 
by an electric stripper which is equipped with a 
plunger for holding the ingot against the car while 
the hooks lift the mold. To facilitate the removal 
of the mold, the ingot tapers slightly toward the top. 



70 



Rolling Mill 



■m 



RI^R H I L, L @@ 



. 




ROLLING MILL 




ROLLING MILL POWER PLANT 



72 



^ urn 3 R I E, R H ILL. ^ s 




The rolling mill, which produces what is com- 
mercially known as semi-finished material, is 
equipped with a battery of 32 soaking pits for re- 
heating the ingots; a 40-inch blooming mill; a six 
stand continuous mill and a six stand merchant mill. 

When an ingot has been reduced to a section 
6" square or larger, it is called a bloom; if rolled to a 
rectangular section having a width at least twice the 
thickness and a cross-sectional area of sixteen square 
inches or more, it is called a slab; if from V/2 square 
or round and less than 6" square or round and cut into 
lengths, it is called a billet. A sheet bar is a section 
having a thickness 2}4" or l ess an d a width of 8". 

The ingot which is approximately 22 " x 24" x 70" 
is reheated to the proper temperature in the soaking 
pit and reduced to the various kinds of semi-finished 
material defined above. 



73 



r^i r^ 



_ 


-^ - 






RSfc 




GENERAL VIEW SOAKING PITS 



When the ingot is removed from the mold the 
surface is completely solidified, although the 
interior is still in a molten condition. Gas furnaces, 
called soaking pits, are provided to distribute the 
heat contained in the ingot, preparatory to rolling. 
The gas used as fuel is obtained in the same manner 
as in open-hearth practice. The soaking pits open 
at the top by hydraulic pressure and the ingots are 
placed in them, upright, by an electric crane. The 
pits have four holes, each with a capacity of four 
ingots. 



74 



g=d i=i BR I El R 



H I L I_ lal Isl 




GAS PRODUCERS FOR SOAKING PITS 



Several hours are required to bring the ingot to 
the proper temperature, which is very necessary 
to good rolling. The illustration shows a part of 
the gas-producing unit for the soaking pits. 



75 



H 



i=j 1=1 





CHARGING INGOTS INTO SOAKING PITS 



Electric cranes remove the ingots from the ingot 
cars and place them perpendicularly in the 
soaking pit, the top being opened by hydraulic 
pressure. 



76 



urn e=! B R I E, R 



H I L^ L_. s isi 




REMOVING INGOTS AND LOADING ON INGOT BUGGY 

WHEN the temperature has reached the proper 
point for rolling, the ingots are removed and 
placed on a car, called an ingot buggy, and conveyed 
to the blooming mill. The ingot buggy is operated 
on a track and propelled by cable. 



77 



MIL. L_. i=n 0=3 




INGOT BUGGY DELIVERING INGOT TO APPROACH TABLE OF BLOOMING MILL 

When the ingot buggy reaches the approach table 
of the blooming mill, it automatically tips, 
dumping the ingot on to the rolls of the table on 
which it is taken to the blooming mill for reduction. 



78 



(ai s B R I E, R 



H I L_ L_ 1=1.1=1 




BLOOMING MILL OPERATION 



AN ingot is, on an average, 22" x 24 " x 70" long. It 
ii is the purpose of the blooming mill to reduce 
this to ly? x lYz x 40' long, which is accomplished 
by a number of passes through the rolls. This mill is 
also capable of rolling billets down to 4" x 4". 



79 



I ER 



HILL G=l 1=1 




HOT SHEARING BLOOMS 

As the steel bloom leaves the blooming mill, it is 
l\ either sheared into short lengths for forging or 
rerolling billets or it passes directly to the con- 
tinuous mill for further reduction. 

A combination hydraulic and steam shear, capable 
of shearing a slab 14" 'x 28", is employed to cut the 
slabs and forging billets to the desired lengths. 



;u> 



isi e=i BRIER H I !_. L^ (si 1=1 




MERCHANT MILLS 



Sheet bar slabs are transferred to the approach 
table of the merchant mill, which consists of six 
stands mounted in two parallel rows, four stands in 
one row and two in the other. 

The slab is rolled continuously through the first 
four stands, which break it down to approximately 
the finished size, when its direction is reversed and it 
passes through the remaining two stands for finishing. 

This mill may also be used for rolling small rounds, 
squares or rectangular shapes down to 1J^" square. 



81 



[=] [=J 




GANG SHEARS 



Sheet bar, which is approximately eight inches in 
width and of varying thickness, is rolled on the 
merchant mill. As it leaves the finishing stand of 
rolls it is carried on roller conveyors to the gang 
shears, so-called because they work in unison, shear- 
ing the bar into standard lengths of thirty feet in 
one operation. 



[sa .1=3 BRIE1R HILL" s@ 




CONTINUOUS MILL 



This mill consists of six stands, coupled together, 
each succeeding one being of a progressively 
faster speed. It serves to break down the blooms for 
subsequent rolling into sheet or tin bar, or to roll 
finished 4" x 4" billets. 



[=] [si 



B R I El R 



H I l^ L 



i^j i=j 




CROP SHEARING SLABS AND BILLETS 



The steel that is to be rolled into sheet and tin bar 
is first rolled in the shape of a slab on the con- 
tinuous mill, from which it passes to a crop shear 
which cuts it to a suitable length. 



84 



g=d t=a B R I E, R 



H I L^ L, n=] 0=3 




COOLING BED FOR SHEET BAR 



After leaving the gang shears the sheet bars are 
. carried on a roller conveyor to a cooling bed 
located outside the rolling mill building. They are 
here piled to await shipment to the sheet mills. 



85 




LOADING DEVICES, ETC. 

From the time the ore is mined it passes through 
the various operations described in the fore- 
going pages without being touched by the hand 
of man, or being allowed to cool after it goes into 
the blast furnace. The machinery employed to han- 
dle it during its progress is, although powerful, very 
humanlike in its operation. In the above illustra- 
tion slabs may be seen being delivered from the 
shears to slab cars from which the electric crane, 
in the foreground, carries them either to railway 
cars for shipment or to the other mills for further 
reduction. 



86 



Plates 



... Jl 

if 




E3 R I E^ R 



H I L L isi (si 




PLATE AND JOBBING MILLS 



The Brier Hill Steel Company's Plate Mill, re- 
cently placed in operation, is conceded by experts 
to be the most thoroughly equipped and the finest of 
its kind in existence. The improved machinery, 
convenient arrangement, and economical method of 
handling the plates are distinguishing features of this 
plant. The equipment consists of an 84 " jobbing mill 
and a 132 " plate mill, with their accompanying fur- 
naces, conveyors, levelers, inspection tables, shears, etc. 



s £3 3 R I El R 



H I L L 



[=1 (s) 




ON these two mills all thicknesses of steel plates, 
from <h" to 2", and widths ranging up to 120", 
may be rolled. 

A sheared plate, in the accepted sense of the term, 
is one rs" or more in thickness, rolled between cylin- 
drical rolls and sheared on all sides to remove the 
irregular edges. 

Jobbing sheets are those having a thickness of 
less than -h" and more than re". 



89 



[si [=] 




CONTINUOUS FURNACES 



The rolling and shearing of slabs, from which plates 
are made, is described in the foregoing pages. 
Before rolling into plates, however, they must be 
heated to a fairly high temperature, which takes 
place in the continuous furnace shown above. This 
furnace has a charging door at one end through 
which the cold slabs are charged, and it is sufficiently 
long to accommodate twenty-eight slabs at one time. 
As a cold slab is charged, a hot one is ejected from 
the opposite end of the furnace on to the approach 
table of the mill, by which it is carried to the rolls 
for reduction. 



90 



g=o n^i BRIER 



H I I_^ L 




04-INCH ROUGHING AND FINISHIN 



The slab is fed between the rolls of the roughing 
mill by means of a roller table, and is given a suffi- 
cient number of passes back and forth to break it 
down to a size somewhat approaching that of a 
finished plate. The roughing mill is of the reversible 
type, operated by electric power, and has two rolls. 
When the roughing process is completed, the slab is 
carried directly to the finishing rolls where it is 
further reduced to the finished thickness, width and 
length. This mill is what is known as a three high 
type, having three rolls instead of two, and is non- 
reversible. On it the slab is given one pass between 
the lower pair of rolls and returned between the 
upper pair making it unnecessary to reverse the 
direction of the mill. 



91 



is] ^ 



B R I E* R 



H I 1_. L 



■UO Li^J 







The heavy plates, up to 2" in thickness, are rolled 
on the 132'' mill, which is also of the three high type 
and non-reversible. A battery of continuous furnaces 
serves this mill, the operation of which is the same as 
on the 84 " mill. When rolling plates, the lateral 
spread is so small as to be negligible, and it is neces- 
sary to reverse the slab in order to bring it out to 
the required width. It is also sometimes essential to 
enter the slab diagonally between the rolls, the first 
diagonal pass drawing it into a diamond shape, but 
by again entering it on the opposite diagonal, the 
second reduction squares the slab, resulting in a 
spread in both directions. 



'J 2 



isa g=i B R I E, R HIL^L Ess e=d 




ROLLING 

BY repeating the operation mentioned on the pre- 
vious page, it is obvious that the slab will be 
ultimately drawn out so that what was originally a 
narrow dimension will now be sufficient to produce 
the required width of the plate and that by thereafter 
entering this side parallel to the axis of the roll, the 
plate may be increased to any desired length by 
successive reductions in thickness. It is evident from 
the foregoing that a high degree of skill is required 
to determine the proper combination of passes and 
entry angles necessary to produce the desired plate 
in the shortest possible time and with a minimum 
loss from trimming. 



93 



p 



[si 1=1 B R I E, F* 



H I LL 



i=j 1=1 




BLUE ANNEALING 



Ordinarily hot rolled jobbing sheets are too stiff 
to be used for certain purposes, where the sheet 
is subjected to severe strains. The process of soften- 
ing these sheets, called blue annealing, occurs in a 
gas furnace through which the sheets pass after 
leaving the finishing mill. In this furnace they are 
kept at a moderate heat for a short time and allowed 
to cool slowly, which effectually removes the stiffness 
and produces a soft, ductile plate. 



94 



1=1 1=1 



BRIER 



H I L_ L 



i=j .i=] 




STRAIGHTENING 



AS the plate leaves the finishing mill, it is carried 
A on roller tables to the leveller, which consists of 
a series of motor-driven rolls, through which the plate 
passes, emerging flat and level. The run-out tables 
are of sufficient length to permit the plate to cool 
before shearing and to provide considerable storage 
space when necessary. Plates which have been 
annealed are straightened immediately after leaving 
the blue annealing furnace. 



95 



n=3 [=1 3 R I E^ R 



HILL. isi [«] 




INSPECTION 



all plates are subjected to a rigid inspection for 
x\ surface defects. The inspection table is provided 
with tilting arms which permit the thorough inspec- 
tion of both sides. 




INSPECTION TABLE 



96 



ss B R I E, R H I L !_. ^ i=i 




The extreme length of some plates makes it impos- 
sible to trim their sides on a straight blade shear. 
For this reason, a rotary disc shear trims them to 
the finished width as they pass on their way to the 
end shear, which is of the straight blade type. 




SHEARING PLATES 



97 



^ B R I E, R HILL 



[=] tsl 




PLATE WAREHOUSE 



93 







, \„'^_ 



HILL Isl lal 




BLAST FURNACE BLOWING ENGINE 







REVERSING ENGINE — ROLLING MILL 



100 



[=o nun BRIE1R HILL ss 



.^* 




fcr> ii*-je 



Pn 



v;mk< 



ELECTRIC DRIVE — PLATE MILL 



ELECTRIC DRIVE — SHEET MILL 
101 



mm 




as BRIER HIL^L^ 1=1 iai 




HOT MILL ENGINE 




BOILERS AND STOKERS 



102 



Transportation 



mm 

\ 

L- \ 



[si Gii BRIE1R H I LL 1=1 s 




STANDARD GAUGE LOCOMOTIVE 




BABY DINKY MOGUL 



104 



i=a [=a Q R I E, R HILL e=j n=] 




TANK, PLAT, COKE, HOPPER AND DUMPER CARS 

Hundreds of cars of various types are used to 
haul the raw and finished materials over the 
fifty miles of track within our works. Eight stand- 
ard gauge locomotives and a flock of "baby dinky 
moguls" furnish the motive power for this depart- 
ment. 



105 



H I L L, o isi 




ur 



^^aj^^iK 



"5* 



MOTOR TRUCKS 



106 



Sheet Mills 



&t 



r=OG=i BRIE1F2 HILL 1=11=1 




THOMAS WORKS 




EMPIRE WORKS 




WESTERN RESERVE WORKS 



108 



a ezei BRIER 



HILL [=3 s 




SHEARING BARS FOR ROLL 



Sheet bars of the standard length (thirty feet) are 
delivered to the sheet mills for rolling into sheets. 
They are, however, sheared into short lengths, this 
being determined by the width of the sheet into 
which they are to be rolled. The illustration shows 
the sheet bar entering the shear, while the crane is 
removing a stack of sheared bars to the pair heat- 
ing furnaces. 



109 



t=] isi B R I E, R 



HILL Pi s 




PAIR HEATING FURNACES 



The short bars are placed in the pair heating fur- 
nace and brought to the proper rolling tempera- 
ture, preparatory to the roughing out process. Coal, 
fed by stokers, is the fuel used to heat these furnaces. 



no 



i=D i=a ■ B . .R ■ I E, F* 



HILL es 




ROUGHING OUT PROCESS 



WHEN the bars have reached the desired tempera- 
ture, they are taken from the furnace in pairs 
and passed between chilled iron rolls, one bar at a 
time being passed in by the rougher to the catcher 
who stands on the opposite side and returns it over 
the rolls to the rougher. This operation is repeated 
until the thickness has been reduced and the length 
increased the desired amount. 



111 



B R I E, R HILL. 




SHEET FURNACES 



The roughing out process consumes sufficient time 
to cool the metal and a reheating is necessary. 
This is accomplished in a sheet furnace which is 
kept at a much lower temperature than the bar 
furnace, as too much heat will cause the sheets to 
stick together when rolled. 



112 



ee BRIEF* HILL, s 1=1 




SHEET ROLLING 



The roughed out sheets are taken from the sheet 
furnace in packs of two, three or four and the 
rolling continued until the sheets are finished, the 
number of passes through the rolls varying according 
to the gauge required. This applies to No. 24 gauge 
and heavier. 



113 



om n B R I ^ R 



HILL b b 




WHEN rolling light gauges the sheets are roughed 
out as described on page 111, placed two, three 
or four in packs, reheated and given one, two or 
three passes through the rolls. They are then opened 
and bent over flat on each other, making a pack 
with four, six or eight sheets, reheated and finally 
passed through the rolls until reduced to finished 
thickness. After rolling, the ends and sides of the 
sheets are ragged and uneven and are sheared to 
finished size by a power shear shown on the top of 
the following page. 

The great pressure exerted upon the sheets during 
rolling often causes the surfaces to adhere firmly, 
necessitating the operation known as opening. 



114 



[=o npa B R I E, R HIL^L, ma g=o 





115 



Is] E=I 



3 R I El F* 



HILL 



isi i=) 




COLD ROLLING 



TO remove the slight irregularities in the surface 
and give the sheet a denser composition, they are 
passed between a set of rolls while cold. Different 
finishes are obtained by passing them a different 
number of times through these rolls, known as One 
Pass, Two Pass, Three Pass, cold rolling, etc. 

Ordinary hot rolled sheets are too brittle to be 
used for some purposes. Blue annealing, which con- 
sists of keeping them at a moderate heat for a short 
time, after which they are allowed to cool slowly, 
effectually softens them. The box annealing process 
consists of placing the sheets in stacks in an air- 
tight box which is placed in the furnace and brought 
to a medium high temperature, which is maintained 
for a certain number of hours. They are then re- 
moved from the furnace and allowed to cool slowly. 
This increases their ductility. 



116 



s 'i=3 B R I El F2 HILL e@ 







:-_:W ; ;2„:l.;..:... 



BLUE ANNEALING 




BOX ANNEALING 



117 



BRIER 



H I 



[=1 (=] 




ROLLER LEVELING 



Sheets which have become wavy or buckled dur- 
ing the process described are leveled by passing 
them through a machine equipped with a series of 
small rolls. This makes the sheet flat enough for all 
ordinary purposes. However, when necessary that 
they be perfectly flat, they are stretcher-leveled by 
the powerful hydraulic stretcher shown on the oppo- 
site page. 



118 



m ™ Q RIE^R HILL, ss 












gal 



rr-~^-Jt£ 







f I 



\-# 



STRETCHER-LEVELING 




-' 



,_ ? ■"■.'"V.-v.-.S:-,--- ■ 

BLACK WAREHOUSE 



119 




THE black sheets are accumulated in the black 
warehouse, from which they are either loaded for 
shipment, or stored for further treatment, as de- 
scribed in the following pages. 




BLACK WAREHOUSE 



120 



Galvanizing 







■k 



\ -:-i'---^- 




G=D E=13 B R I E, R H-ILL EH 1s3 




PICKLING AND WASHING 



Before galvanizing, the sheets must be thoroughly 
cleansed of all dirt and scale. This is accom- 
plished by submerging them in a bath of diluted 
sulphuric acid contained in a lead tank. This opera- 
tion takes about twenty minutes. They are then 
removed and placed in running water to remove the 
surplus acid. 



122 



a s BRIER 



H-ILL as 




GALVANIZING 



Immediately before the sheet is introduced into 
the spelter bath, it passes through a weak solution 
of muriatic acid to remove any traces of dirt that 
may have accumulated since the pickling was com- 
pleted. 

The steel pot which holds the spelter is mounted 
in a brick framework containing a coke fire for 
keeping the spelter molten. The sheet is conducted 
through the molten spelter by a series of rolls and 
guides. Upon entering the pot, the sheet passes 
through a wrought iron box containing salammoniac 
which removes the oxide from the sheets and also 
increases the fluidity of the spelter. 



123 




■ALVANIZING 



THEfsheet emerges from the pot with a complete 
coating of spelter and is carried by chain belts to 
the cooling rack. They rest temporarily on this rack 
where the cooling is accelerated by blasts of cold air, 
after which they are removed from the rack to the 
warehouse. 




124 



GUi n==a B R IER HIL^L g=d [=d 








GALVANIZED SHEET WAREHOUSE 

125 



[=30=1 BRIER HIL_^I_. g=d GeeD 




The sheets destined for painted roofing and siding 
are given a heavy coat of oxide paint before 
forming. They are placed in the oven illustrated 
above, where they rest momentarily for the paint 
to harden. In some localities painted roofing and 
siding give excellent service, but where severe 
weather conditions are encountered we recommend 
the use of galvanized products. 



126 



Formed Products 



^^^ 




[eg] is BRIE^R HI I_ I_ [=i b 




MAKING CORRUGATED 




MAKING V-CRIMP 



128 



& b ■ B R-I E, R H I L^ L 1=1 1=1 




MAKING ROLL ROOFING 




MAKING PRESSED BRICK SIDING 
129 



1=3 e=i BRIE1R HILL s@ 




STAMPING ROCK FACE BRICK AND STONE SIDING 

IN the foregoing pages are illustrated various meth- 
ods of making formed roofing and siding. We 
produce all kinds of corrugated sheets, V-crimped 
roofing, pressed standing seam, roll roofing, rock- 
face brick and stone, pressed brick siding, etc. For 
the sizes in which they are made, consult the fol- 
lowing pages. 



130 



Industrial Relations 
Department 



"S^n 



""I 



_« 



e=s E=a B F2 I E, R HILL', bb 

Industrial Relations 
Department 

In keeping with the many problems that confront 
the large employer of this day, a well organized 
department, under the heading of Industrial Re- 
lations, is maintained to promote the safety and wel- 
fare of the employees. 

One of the most important branches of this depart- 
ment is the emergency hospital which provides neces- 
sary physicians, nurses, conveyance, etc., for the in- 
jured. Illustrations giving an idea of the complete 
equipment for handling emergency cases are shown 
on the following pages. 

Safety, as applied to workmen, is under the charge 
of a Safety Engineer who works in conjunction with 
a Central Safety Committee composed of represent- 
atives of various departments. The chief duty of 
this Committee is to make a weekly inspection of the 
different plants. This department is also responsible 
for the cleanliness of the plant, and a White Winged 
Squad is constantly busy keeping the roadways, en- 
trances and exits in first-class shape. 

A capable Visiting Nurse with assistants cares for 
the welfare of all employees where sickness, acci- 
dent or other misfortune is found. Financial aid is 
given through this department which also handles 
social activities, such as recreation in the form of 
an athletic field and park, playgrounds, community 
gatherings, etc. 

A legal advisory service is under the direction of 
a capable attorney, especially fitted, schooled and 
familiar with the various legal problems that con- 
front the employee in everyday life. This service is 
rendered without fee and covers such items as do- 
mestic relations, land contracts, liens, mortgages, 

132 



tsl 1=1 



BR I ER 



HILL 



[si [=1 



deeds, investments, adjustment of taxes and all 
matters requiring legal advice. 

A Superintendent of Safety looks after the plant 
safety and has under his control police, watchmen, 
guides, fire inspectors, and hose companies, their 
duties consisting of regulating admittance to the 
plant, guarding dangerous crossings and guiding 
strangers about the plant, furnishing necessary fire 
protection, investigating fire hazards and promoting 
the general safety of the employees. 

The Employment Bureau is under the direction 
of an employment agent who keeps a comprehensive 
record of all persons taken into the employ of the 
company. All employees undergo a strictly private 
physical examination, the purpose of which is for the 
protection of the employees as well as the employer. 
Employees with physical defects are not rejected but 
are placed on work suitable to their physical and 
mental condition. 






■ 


, 


*- b IH 




VIEW IN EMERGENCY HOSPITAL 



133 



[=Jghd BRIE1F2 H I L L_. 1=3 g=i 




' 










■ ^ ^ 






\ , Mwm 11 








■v — - 






VIEWS IN EMERGENCY HOSPITAL 



134 



« b BRIER H I L, I_ ss 



Products 

Maximum Sizes 

Etc. 



as 'BRIER H I L L_> a i=j 



i 



As told in the foregoing pages, every operation in the 
-Tjl making of steel "from ore to your door" is per- 
formed in our own organization, which fact alone is the 
most powerful assurance of highest quality. 

Following is given the range of sizes of our various 
products: 

Ingots: 

Made from Soft, Medium or Hard Basic Open 
Hearth Steel. 

ROLLING LIMITS 

Billets: 

1^-inch x 1^-inch to 12-inch x 12-inch. 
Maximum length, 30 feet. 

Slabs: 

2-inch to 14-inch inclusive in thickness. 
Maximum length 14 feet 6 inches. 
Maximum width 28 inches. 

Sheet and Tin Bar: 

7.50 to 62 pounds per lineal foot. 

All 8 inches wide. Maximum length 30 feet. 



136 



B - F* . I El R 



HILL 



r^j [=] 



SHEARED PLATES 

OUR capacity for producing Flat Rolled Steel from one-eightieth 
to two inches in thickness, places us as one of the largest 
manufacturers of this class of material. We roll plates up to 
120 inches in width. 

PLATES 

Table of Maximum Rolling Limits 



Width 
Inches 



Gauge 



1 

1A 
1H 
l* 

1M 
1* 
IK 
1A 

1A 

ltt 

IK 
Hi 
IK 
lit 

2 



24 30 36 42 48 54 60 



72 78 84 90 96 102 108 114 120 



Length in Inches 



240 240 
300 300 
360 360 
360360 
360J360 
360J360 
480480 
4801480 
480^480 
4801480 
600 ' 480 
600 j 600 
600 1 600 
600 480 



240 240 
300 300 
360360 
360360 
360^360 
360 360 
480480 
480480 
480 480 
540 540 
540 540 
600 600 
600 600 
480 600 
600 600 
600 600 
570 600 
520 600 
480 j 600 
450 600 
420 j 600 
380 600 
370 600 
350 600 
360 580 
360 530 
360 520 
360 480 
360460 



4001310 
400 



340J300 
340 300 
310 300 
310 300 
300 300 



3601400 
360390 
360390 
360360 
360J350 
360|340 



240 240 
300 300 
360 360 
360 360 
360:360 
360 ! 360 
480,480 
480 480 
480 480 
540 j 480 
540480 
600 600 
600 600 
600 520 
600 600 
600 600 
600 1 600 
600 600 
600 600 
600 600 
600[550 
600 520 
58o|510 
530 470 
480450 
470420 
450 400 
420380 
420370 
400350 
370340 
360 330 
340 320 
340290 
330 280 
310275 
300.260J 
3001260 1 



if,.. 



240 

240 

240 

300 

300 

360 
420360360 
480360360 
480360360 
480 480480 
480 480480 
600 540 540 
540 540 540 
480 480 540 
600 600 600 
600 600 600 
600 600 570 
600 560 520 
580 530 480 



480 480 
480 480 
540 540 
540 540 
600 600 
600 600 
570 530 
520 480 
480 440 
450410 



540 480 
490 460 
470 ! 420 
450 400 370 
410 380 350 
400J870330 
370 340 310 
360 330 300 
340310290 
330300 280 
310280260 
300270 250 
300260 240 
280 250 240 
270240230 
260 230 220 
240 220 220 
230,210200 
230|2M)|200 



450|410|380 
420 



390:360 
360 330 
330 310 
320 290 
300 280 
290 270 
270 260 
250 240 
240230 
240 220 
230J220 
220210 
210 190 
200 190 
200 180 
190:180 
1801170 
180|l70 



480 480 
480 480 
540 540 
540 540 
600 600 
540 j 520 
500470 
4501420 
440390 
390 360 
360 320 
340 310 
320290 
300 280 
275260 
270250 
260 230 
250 220 
230 220 
220 200 
220 190 
210 180 
200 180 
190 170 
180 170 
180 160 
180 160 
170 150 
170 150 



480 
420 320 
480 480 
500480 
5401520 
510470 
460 410 
430390 
380 340 
340 320 
310300 
3001280 
280260 
270|240 
240 230 
230 220 
220 210 
210 200 
2001190 
190 180 
180 170 
170 160 
160 150 
150 140 
150 140 
140 130 
140 130 
130 120 
120 120 



260 240 
320 270 
320 300 
320320 
330 330 
330 320 
330 320 
320310 
300 290 
270 260 
260 250 
250 240 
235 230 
220 210 
210200 
200J190 
190180 



140 130 
140 130 



(For Weights of Plates see page 174) 



137 



BR I E, R 



H I L L (=i [=3 



BLUE ANNEALED 
Table of Maximum Rolling Limits 
Made from Soft Open Hearth Steel, hot rolled, open annealed, 
in gauges 3 to 16 inclusive. 



Width 
Inches 


24 26 


28 


30 


32 


36 40 


44 


48 


54 


60 66 


72 


Diameter 
























of Circles 




Length in Inches 




Gauge 






























M"~ 3 


420 


420 


420 


420 


420 


420 


420 


420 


420 


420 


420 


360 


360 


74 


M"- 4 


420 


420 


420 


420 


420 


420 


420 


420 


420 


420 


420 


360 


360 


74 


-h"- 5 


420 


420 


420 


420 


420 


420 


420 


420 


420 


420 


420 


360 


360 


74 


W- 6 


420 


420 


420 


420 


420 


420 


420 


420 


420 


420 


420 


360 


360 


74 


&"- 7 


360 


360 


360 


360 


360 


360 


360 


360 


360 


360 


360 


360 


360 


74 


H"- 8 


360 


360 


360 


360 


360 


360 


360 


360 


360 


360 


360 


300 




68 


-5_"_ Q 
32 ^ 


360 


360 


360 


360 


360 


360 


360 


360 


360 


360 


300 


300 




68 


A"-L0 


360 


360 


360 


360 


360 


360 


360 


360 


360 


360 


300 


240 




68 


^"-11 


300 


300 


300 


300 


300 


300 


300 


300 


300 


300 


240 


240; 




68 


&"-12 


240 


240 


240 


240 


240 


240 


240 


240 


240 


240 


240 


240 




68 


13 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 








54 


14 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 








54 


15 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 








54 


16 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 








54 




BLACK STEEL SHEETS 
We carry large stocks of standard sized Black Steel Sheets for 
immediate shipment in gauges 10 to 30 inclusive. For standard 
sizes, gauges, weights of sheets, weights of bundles, and number 
of sheets in a bundle, see pages 231 and 249. 

BOX ANNEALED 
Made of Open Hearth Steel in gauges 10 to 30 inclusive. 

UNIFORM COLOR 

Manufactured of Open Hearth Steel in gauges of 24 to 30 in- 
clusive. 

ONE, TWO OR THREE PASS COLD ROLLED AND 

BOX ANNEALED 
Made from Open Hearth Steel in gauges of 10 to 30 inclusive. 



138 



[=3 ^ B R IER 



HILL 1=3 isi 



SPECIAL FINISHES 

Automobile Hood and Fender Stock 

Automobile Body Stock 

Furniture Stock 

Japanning and Enameling Stock 

Deep Drawing Stock 

nlckelplating stock 

Case and Handle Stock 

Stove Pipe Blue 

Etc. 

Made to suit your requirements. 

BLACK STEEL SHEETS 
Table of Maximum Rolling Limits 



Width 
Inches 



24 



26 



28 



30 



32 36 



40 



41 



48 



54 



Length in Inches 



Gauge 






















10 


144 


144 


144 


144 


144 


144 


144 


120 


120 


120 


11 


144 


144 


144 


144 


144 


144 


144 


144 


144 


120 


12 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 


13 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 


14 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 


15 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 


16 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 


17 


150 


150 


120 


120 


120 


150 


150 


150 


150 


150 


18 


120 


120 


120 


120 


120 


120 


120 


120 


120 


120 


19 


120 


120 


120 


120 


120 


120 


120 


120 


120 




20 


144 


144 


144 


144 


144 


120 


120 


120 


120 






21 


144 


144 


144 


144 


144 


120 


120 


120 








22 


144 


144 


144 


144 


144 


120 


120 


120 










23 


144 


144 


144 


144 


144 


120 


108 






. 






24 


144 


144 


144 


144 


144 


120 


108 












25 


144 


144 


144 


144 


144 


120 














26 


144 


144 


144 


144 


144 


120 














27 


144 


144 


144 


144 


120 


120 














28 


144 


144 


144 


144 


120 


120 














29 


144 


144 


144 


144 


120 


96 














30 


96 


96 


96 


96 



















139 



G=n ona B F2 I E, R .HILL t=i [si 

GALVANIZED STEEL SHEETS 

Our Galvanized Sheets have a very soft, ductile base. They 
are flat, sheared straight and are true to gauge. The coating 
of Prime Western Spelter is bright and continuous. 
Our Tight Coated Sheets have been demonstrated to be the 
very best obtainable for forming purposes, as the coating does not 
peel, and, therefore, the base sheet is always protected from 
corrosion. Manufacturers of metal window frames after a 
thorough trial of all makes, prefer ours. The special qualities which 
have made them chosen for the majority of metal window frame 
work, fit them especially to the manufacture of tanks, tubs, 
utensils of all kinds, ventilating pipe — in fact, all galvanized 
formed products. We carry a large stock of standard sizes for 
immediate shipment. 




GALVANIZED STEEL SHEETS 
Table of Maximum Rolling Limits 



Width Inches 


24 


26 


28 


30 


32 


36 


40 


44 


48 


Gauge 








LENG r 


ra in I 


VCHES 








10 


144 


144 


144 


144 


144 


144 


144 


120 


120 


11 


144 


144 


144 


144 


144 


144 


144 


144 


144 


12 


150 


120 


120 


120 


120 


150 


150 


150 


150 


13 


150 


120 


120 


120 


120 


150 


150 


150 


150 


14 


150 


120 


120 


120 


120 


150 


150 


150 


15C 


15 


150 


120 


120 


120 


120 


150 


150 


150 


150 


16 


150 


120 


120 


120 


120 


150 


150 


150 


150 


17 


150 


120 


120 


120 


120 


150 


150 


150 


150 


18 


120 


120 


120 


120 


120 


120 


120 


120 


120 


19 


120 


120 


120 


120 


120 


120 


120 


120 


120 


20 


144 


144 


144 


144 


144 


120 


120 


120 


120 


21 


144 


144 


144 


144 


144 


120 


120 


120 




22 


144 


144 


144 


144 


144 


120 


120 


120 






23 


144 


144 


144 


144 


144 


120 


108 








24 


144 


144 


144 


144 


144 


120 


108 








25 


144 


144 


144 


144 


144 


120 










26 


144 


144 


144 


144 


144 


120 










27 


144 


144 


144 


144 


120 


120 










28 


144 


144 


144 


144 


120 


120 










29 


144 


144 


144 


144 


120 


96 










30 


96 


96 


96 


96 















For Galvanized Sheet Bundling Tables, see page 256 
For weights of Galvanized Sheets, see page 241 



140 



Gal Hal. Q R I ER 



HILL o=3 G=a 




tioned, when applied in this way (shown by sketch), have a cover- 
ing width of 24 inches. When used for siding 26-inch sheets are 
sufficient, allowing lap of one corrugation. 

Unless otherwise specified, 26-inch wide sheets, which have a 

covering of 24 inches, are al- 
ways shipped. The selling 
width of Corrugated Sheets 
is full width after corrugat- 
ing. For approximate 
weights in a square foot, see 
tables, page 269. 

Painted Roofing, unless of 
heavy gauge, is not commend- 
corrugating able for greatest service. 



141 




FORMED ROOFINGS 

Corrugated Sheets and Roofing 

Corrugations in Steel Sheets increase their load-bearing strength 
nine times. 

Also used for siding, doors, awnings, ceiling, shutters, etc. We 
do not recommend Corrugated Roofing for roofs having less than 
3-inch pitch. 

Important. When applying 3-, 2 y 2 - or 2-inch Corrugated Sheets 
as roofing, we recommend sheets 21 l A inches wide, applied 1% 
corrugations on each lap. The result will be a stronger roof with 
perfect security from leakage. Corrugated Sheets in sizes men- 



[=i i=i B R I E, R 



HILL -lal Isl 



- 



3-INCH CORRUGATIONS 

9 Corrugations to a Sheet 







We make a 3-inch Corrugated Sheet which is used much for 
heavy structural work and roofs of unusually large area. Furnished 
in Black, Painted or Galvanized Steel. Gauges, 12 or lighter. 
Covering width, allowing for lap of one corrugation, is 24 inches. 
Stock lengths are 5, 6, 7, 8, 9, 10, 11 and 12 feet, but special lengths 
can be furnished. 



23^-INCH CORRUGATIONS 

10 Corrugations to a Sheet 
















Covering width, 24 inches, allowing for lap of one corrugation. 
Furnished in Black, Painted or Galvanized Steel. Gauges, 12 and 
lighter. Regular lengths are 5, 6, 7, 8, 9, 10, 11 and 12 feet, 
but special lengths can be furnished. 

See page 161 for Roof Measurement Rules. Refer to index for 
other Corrugated Sheet data. 



142 



im n=i B R I El R 



HILL 1=1 i=i 



2-INCH CORRUGATIONS 

13 Corrugations to a Sheet 





Corrugations measure 2 inches from center to center. Covering 
width, 24 inches, allowing for lap of one corrugation. Furnished in 
Painted or Galvanized Steel. Gauges, 16 and lighter. Regular 
lengths, 5, 6, 7, 8, 9, 10, 11 and 12 feet, but special lengths can be 
furnished. 



IK-INCH CORRUGATIONS 

20 Corrugations to a Sheet 




Twenty corrugations to the sheet, and covering width 24 inches, 
allowing for lap of one corrugation. Furnished in Painted or Gal- 
vanized Steel in gauges 18 and lighter. Stock lengths, 5, 6, 7, 8, 9, 
10, 11 and 12 feet, but special lengths made if desired. 



143 



F* I E, R 



H I L_^ L. 1=1 1=1 



"BRIER HILL SPECIAL CORRUGATED' 

203^ . Corrugations to a Sheet 




Brier Hill Special Corrugated Sheets made in l^-inch Corru- 
gation with an extreme width of 26 inches, permitting a side lap 
of one and one-half corrugations, which is an extra precaution 
against leakage. 



^-INCH CORRUGATIONS 

Used for Partitions, Ceilings, Etc. 
40 Corrugations to a Sheet 




Corrugation %-inch from center to center and ^-inch deep. 
Made of 24 gauge and lighter. Full width, 25 inches; covering 
width, 24 inches. Carried in stock in lengths of 5, 6, 7, 8, 9, 10 and 
11 feet, in both Painted and Galvanized. Maximum length, 12 feet. 



S 1=1 Fl P I R R 



H I L^ L 



[si [=] 



CORRUGATED V-CRIMP ROOFING 



M _ 

O 

O 



jS 



. 



mmm 







' I 'l l »■ 









■,..^>,^- -.■..;.,■... 






— ** ** * 




Furnished in Galvanized or Painted Steel, in 24 gauge and 
lighter. This roofing combines the strength and rigidity of Corru- 
gated with the easily-applied feature of V-Crimped Roofing. It is 
made in 2^- and l^-inch corrugations, in sheets 24 inches wide 
from center to center of crimps, and carried in stock in 5, 6, 7, 8, 
9, 10, 11 and 12 foot lengths. 



CROSS CORRUGATED SHEETS 




We can furnish sheets corrugated crosswise 132 inches long and 
shorter, and 40 inches wide and narrower in gauges 12 and lighter. 
Made in 3-, 2J4-, 2- and lj^-inch corrugations of painted or gal- 
vanized steel. Cross Corrugated Sheets are much used as siding 
on high buildings. 



145 



[=i [=i B R I E, F2 



H I !_. I_ 1=1 i=i 



A-INCH CRIMPED SHEETS 




Furnished in 144 inches long and shorter, and 36 inches wide 
and narrower in gauges 22 and lighter. This material is especially 
adapted for cornices, as the crimps make the sheet perfectly flat 
and rigid, and at the same time they are easily worked in brakes. 
Frequently they are used for Side Walls and Ceilings, Borders, 
Friezes, Window and Door Case Coverings, Panels, Moldings, etc. 
The crimping makes the sheets about three gauges stiffer and gives 
them the appearance of dressed stone. 



CORRUGATED SIDING 

Besides being used for roofing wherever a strong, durable roof is 
desired, Corrugated Sheets are also used as Siding for factories, 

mill buildings and the like. For 
rules of application, see page 148. 

CORRUGATED ELEVATOR 
SIDING 

For elevators and other high 
buildings we manufacture special 
length corrugated siding, 32 inches 
long by 26 inches wide, which lays 
24 inches to the weather. This sid- 




ing is made in 3-, 2 y%- and 1 34-inch 
corrugations, gauges 12 and lighter, 
in painted or galvanized. For 
method of application, see page 148. 



146 



i=3 n=a B R I El F* 



H I LL (=i i=i 



APPLYING CORRUGATED ROOFING ON 
IRON FRAMING 





F.g.1 



Fig. 2 





Fig. 1 — Strap iron cleat riveted at each 
end. 

Fig. 3 — Cleat made from bar iron, rivet- 
ed to roofing and binding against 
the flange of Z bar or angle iron. 



Fig. 2 — Long wire or clinch nail driven 
through the corrugated iron and bent 
around angle iron. 

Fig. 4 — A strap iron cleat riveted at one 
end only; the other end clamping 
flange to channel iron. 



Illustrations show some of the best methods to follow in fastening 
corrugated sheets to iron beams and purlins. Side laps must be 
riveted each 12 to 18 inches or closer; end laps every alternate 
corrugation. It requires about six anchors to properly fasten a 
sheet when it is attached to iron. 

APPLYING CORRUGATED ROOFING 
Begin laying the roofing from the end opposite to which the wind 
blows, i. e., if the wind blows from the left end of the building, start 
laying the roofing at right end. This is done so the wind will not 
have the opportunity to drive under the laps. Allow one corruga- 
tion of the first sheet to extend over the roof boards at edge, and 
allow from a two- to three-inch projection of the end of the sheet 
over the eaves. Be careful to preserve straight lines. Hammer the 
projecting corrugation down over the edge of roof boards and nail 
it. Through the tops of every other corrugation drive nails at the 
eaves. Do not nail except at sides and ends of sheets. The second 
sheet should be lapped over the first about one and a half corruga- 
tions, and nails driven at intervals of eight inches through this lap. 
In laying the second row of sheets lap the lower end of sheet over 
the first row about three inches. It is a good plan to paint as the 
roofing is laid between laps over sheets, thus making them water 
tight. For light gauge corrugated roofing such as No. 26 and No. 
28 there should be close sheathing. For the heavier gauges, sheath- 
ing board may be dispensed with and purlins substituted. When 



147 



i=i 1=1 £3 I-£ I li^ R J— I X L I_^ 1=1 1=1 . 

the pitch on roof is less than three inches per foot, Roll and Cap 
Roofing, or Pressed Standing Seam Roofing should be used. It 
requires one-half pound of nails to attach a square of Corrugated 
Roofing. It requires about one-quarter pound of lead washers for 
the same area, and these should be used under the nails in every 
instance. See page 149 for Lead Washers. 



APPLYING CORRUGATED SIDING 
Begin at the bottom. Lap one corrugation at side of each sheet. 
Preserve straight lines. Lap sheets of second row over top of first 

row about two inches. If 
you let the siding come in 
contact with the ground 
rust will very rapidly eat 
through the sheet in the 
first row. It is advisable to 
use a base board. When 
sheathing boards are not 
used, the siding should be 
nailed to studding upon 24- 
inch centers. Heavy gauge 
corrugated sheets are most 
always preferable. Nail ac- 
cording to illustration. 





APPLYING CORRUGATED ELEVATOR SIDING 
On tall buildings the elevator siding should be laid with a two- 
inch end lap, and nailed 2 inches above upper edge of sheets in 
row below. Thus the upper edges of sheets are not nailed but are 
held in place by the lower edges of sheets above, which are nailed. 
This method allows two inches in every 32 inches for settling, 
which must be allowed for in high buildings. 



148 



[=1 



B RIER 



H I L^ L isi 1=1 



LEAD WASHERS 

LEAD WASHERS SHOULD BE USED WITH EVERY NAIL IN A 
METAL ROOF 

A Metal Roof is practically ruined when it has been eaten away 
by rust from close contact with the nails. By making a watertight 

joint under the 

4 



© 



¥ 




nail heads, lead 
washers prevent 
all leakage and 
rusting at these 
points. They are 
absolutely neces- 
sary to maximum 
service in roofing 

and siding. Very cheap. Last forever. Cut shows how used. One 

pound — 325 washers — enough to put on two or three squares. 

^-inch holes. Sold in any quantity — large quantities packed in 50 

and 100-pound boxes. 

CURVED CORRUGATED SHEETS 

Curved Corrugated 
Sheets are most fre- 
quently used in heavy 
construction between 
I-beams, but are also 
commonly employed in 
construction of tanks, 
cisterns, reservoirs, 
roofs, arches, ventila- 
tors, culverts, dormer 
windows and the like. 
Made in 16 gauge and 
lighter, 23^-inch cor- 
rugations, in painted and galvanized steel 





Curved Corrugated Sheets are also furnished curved like illustra- 
tions and in these forms are used most frequently for awnings. 




'Base "or span" 

Measurements as marked by dotted lines in above cut should be 
given when ordering curved sheets. This material is sold by the 
square. Full width after corrugating, full length before curving. 
For table for computing lengths of curved sheets, see page 273. 



149 



se B R I El R 



H I L^ I_ isi is 



V-CRIMPED ROOFING 

For method of application, see page 153. For standard weights 
in a bundle and square, see pages 269 and 270. For number of 
sheets in a square, and square feet in a sheet, see page 271. 



2-V-CRIMPED ROOFING 



- . --"*- 





Made in 20 gauge and lighter, painted or galvanized steel, 
standard lengths, 5, 6, 7, 8, 9, 10 and 11 feet; maximum length, 
12 feet. Covering width, 24 inches as measured from apex of 
crimps. V-Sticks furnished only when specified. 



3-V-CRIMPED ROOFING 





: -• . -■ .: -.■ ... - ■- 



^iTlllllll ■■■■ !■ 



■ m i mm " 




Furnished in 20 gauge and lighter, in painted or galvanized steel. 
Standard lengths, 5, 6, 7, 8, 9, 10 and 11 feet. Maximum length. 
12 feet. Covering width, 24 inches as measured from apex of out- 
side crimps. V-Sticks furnished only when specified. 



150 



4-V-CRIMPED ROOFING 



1 ^y- > - * 




^ 



5-V-CRIMPED ROOFING 






i.n 




Owing to the absolute rigidity secured by so many crimps, either 
4, 5 or 6 V-Crimp Roofing makes a more rigid roof than 2 or 3 
V-Crimp, and a roof, too, less likely to rattle. V-Sticks are not 
necessary with 4, 5 or 6 V-Crimp, but are furnished when 
specified. 

Made in painted or galvanized steel, in 20 gauge and lighter and 
in standard lengths, 5, 6, 7, 8, 9, 10 and 11 feet; maximum length, 
12 feet. As measured from valley between outside crimps, the 
covering width of all three styles is 24 inches. 

151 



[sii g=i B R I El R 



HILL G=I 1=3 



BEADED PRESSED STANDING SEAM ROOFING 




The beads stiffen the sheets after the manner of corrugations, 
and thus prevent the roof from rattling in the wind. The beads 
also improve the appearance, breaking up the monotony of flat 
surfaces. This style roofing is applied the same as regular pressed 
standing seam roofing. 

Made in either painted or galvanized steel, in gauges 24 and 
lighter, and carried in stock lengths of 5, 6, 7, 8, 9, 10 and 12 feet. 
The selling width is 24 inches. 




'^f THE \^ 

Brier HillSteelGo 




152 



sa B -R"I E, R 



H I L L s s 



APPLYING V-CRIMPED ROOFING 

A V-Shaped Wood Strip, %-mch on each side, is necessary with 
V-Crimped Roofing. With each 100 square feet of 2 V-Crimp 
Roofing, 50 lineal feet of V-sticks are required; with 100 square 
feet of 3 V-Crimp Roofing, 100 lineal feet of V-sticks are required. 
V-sticks are shipped only when ordered, and take an extra over 
price of V-Crimp Roofing. 

V-sticks are unnecessary with either 4, 5 or 6 V-Crimp Roofing. 




Start laying the V-sticks 24 inches apart (exactly, measured 
from center to center of apex). Sticks can be laid over an old 
shingle roof, on sheathing boards placed about two feet apart, or 
on rafters set on 24-inch centers. When placed on rafters, cross- 
pieces should be nailed between the rafters wherever the sheets will 
lap, so as to provide a nailing support for the ends of sheets. 

Begin laying the sheets from lower left-hand corner 
of the roof and from the eaves to the ridge. Lap two 
inches on ends and one crimp on sides. Nail top of sheet 
under the end laps every three or four inches; on crimp 
laps, through the V-stick every eight or ten inches. Use 
1 %-inch barbed roofing nails. 

Illustration above clearly indicates proper way of 
fastening the edges of V-Crimp Roofing to eaves. The 
roof can be fastened at the ridge in the same manner 
and complete protection effected by using roll or plain 
Ridge Capping. 



153 



t=i i=§i B R I E, R 



HILL ss 



PRESSED STANDING SEAM ROOFING 




In Pressed Standing Seam Roofing the sheets are formed with a 
cap on each side, as shown in the illustration, making a very simple 
roofing to lay, besides adding to the strength and durability. 
Standard lengths, 5, 6, 7, 8, 9, 10 and 11 feet. Maximum length, 
12 feet. In gauges 24 and lighter. Cleats are furnished only when 
ordered; half-pound of cleats is required for each square of roofing. 
See page 161 for measurement rules, and page 269 for weights per 
square. 

APPLYING PRESSED STANDING SEAM ROOFING 




Snip and turn the end locks with the jointer by bending one end 
of the sheet up and the other down. Commence laying at the right- 
hand corner, at the eave of the building. Flatten the right-hand 
cap for the first course, and lay the left-hand cap to a chalk line. 
Let the bottom sheet project over the eave and the end of the 
building one inch or more, bending the projection down over and 
nail to the end and eave of the building; or, if there are fire walls, 
turn the sheet up four to six inches, nail securely and counterflash. 
Use two cleats on the ends and one every twelve or fourteen inches 
on the sides. 



154 



sal E=ii B R" I E2, F* HILL a [si 

Continue laying the sheets until the upper part of the roof is 
reached. If a comb roof, allow one inch on one side and two inches 
on the opposite side to form a standing seam along the ridge. 

Start the next course with the piece, if any, which was cut from 
the last sheet laid at the comb, with the flanges of the sheets over- 
lapping the first course; press it down, turn the ends of the cleats 
over and press the seam together with the tongs. The comb is 
made by turning up one side one inch and the other side two 
inches, first flattening the standing seams back from the comb six 
or eight inches. Anchor the one-inch side with cleats and turn the 
two-inch side over the one-inch. Press the seams thus formed 
with the tongs. 

If you use ridge roll, it will be necessary to make an allowance of 
three inches of metal from which to form the standing seam along 
the comb. In this case, finish the seams to the comb, nailing the 
ridge roll over them. Hips are made in the same way, after cutting 
to the right angle. 

STEEL ROOFING THE BEST PROTECTION FROM LIGHTNING 

Buildings that are completely covered with Sheet Metal, and 
well connected with the earth are practically lightning proof, and 
have far better protection from lightning than could be given by 
rods. Covered in this manner, buildings have been known to have 
been repeatedly struck by lightning without the least damage. 
Sheet Iron granaries, so common in the West, when well connected 
with the earth are lightning proof. The ground connection must 
be made of metallic rods that extend well into the earth and are 
securely fastened to the metallic covering of the building. 

If then, the roof of a building possesses a metallic ridge, eave 
troughs and down spouts, these will afford very good protection, 
if they are well protected and well grounded. 

The earth is the great reservoir of electrical energy. If lightning 
can be directed into the moist earth, its energy is soon dissipated, 
but the ground connection must be of considerable area and extend 
well into the moist earth. A piece of Galvanized Iron Pipe driven 
into the ground seven or eight feet, makes a good "ground." 
Large buildings must have two or more such "grounds." Con- 
necting wire must be securely fastened to the ground connection 
and No. 3 Galvanized Iron Wire, B & S gauge, is recommended. 



155 



R IER 



HILL [~1 G=] 



ijnimii ~"~~- 



SELF-CAPPING AND DOUBLE-SEAMED ROLL 
ROOFING 

(Application Rules on next page) 

Self-Capping Roll Roofing made of steel, either painted or gal- 
vanized. Put up in rolls of 50 lineal feet, having a covering area 

of 100 square feet to the 

roll; full width, 26^ inches. 

In gauges 24 and lighter. 

Cleats furnished with this 
material only 
when ordered. 
Half-pound of 
cleats is re- 
quired for each 
roll. Every 
sheet of our roll 
roofing is re- 
squared, hav- 
ing double 
cross lock and 
notched seams 
and stick in roll 
to protect last seam in shipping. 







ROLL AND CAP ROOFING 

Made from painted or galvanized steel sheets; full width, 26 M> 
inches. In rolls of 50 lineal feet, covering width, 24 inches; making 
covering area 
100 square feet. 
In gauges 24 
and lighter. 
Fifty lineal feet 
of caps and half- 
pound of cleats 
are always in- 
cluded with each 
roll of this ma- 
terial, unless 
otherwise speci- 
fied. Seams 
double cross 
locked and notched. 

See illustration and method of application on page 157. 




156 



isn -isi B R I El F2 



HILL'.ea 



DIRECTIONS FOR APPLYING SELF-CAPPING 
ROLL ROOFING 

Unroll and cut off roofing the length of roof, allowing an inch for 
comb on one side and two inches on the opposite side, and an inch 
or more for flashing or turning down at eaves. Turn the outside 
edge of the first strip you lay down over barge board one inch, and 
nail. Turn the inside edge up one inch, then anchor by using cleats 
nailed about 14 inches apart. 

Drive nails close to edge of roofing, as it holds more firmly. Turn 
up edge of the next strip 1 Y 2 inches and lay it up close to the one- 
inch edge of the first strip; turn down over the one-inch edge, fold 
the end of the cleat back over the top of seam and make same tight 
with tongs. 



SELF CAPPING 





The comb is made by flattening down the standing seam six to 
eight inches from the comb, and then turning up the ends on one 
side one inch and on the opposite side two inches. Anchor the one- 
inch side with cleats and turn the two-inch over the one-inch end. 
This makes a standing seam along the comb. If you use ridge roll, 
it is not necessary to allow the one inch and two inches on opposite 
sides of the comb. In this case finish the standing seams to the 
comb and nail the ridge roll over the comb. 

Hips are made in the same way after cutting to the right angle. 



157 



s s B R I E, F* HILL q=d [=] 

DIRECTIONS FOR LAYING ROLL ROOFINGS ON 
FLAT ROOFS 

Where the pitch or fall is less than one inch to the foot, lay the 
roofing, and before putting on the caps, open the seam about one- 
quarter of an inch, and fill it with a first-class roofing cement; put 
on the cap and close with the squeezing tongs. 

This process makes the roof secure against leakage when snow, 
ice or water stand upon it; but it is not necessary where the pitch 
is one inch or greater to the foot. 

One-ply red rosin sized sheathing should be laid under the metal to 
prevent sweating and dripping from condensation in cold weather if 
gas or steam is used in the building, or where there is heat next to the 
roof. 

ROOF ELEVATION 

By the "pitch" of a roof is meant the relation which the height 
of the ridge above the level of the roof-plates bears to the span, or 
the distance between the studs on which the roof rests. 

The length of rafters for the most common pitches can be found 
as follows from any given span. 

If H pitch, multiply span by .559 or 7-12 nearly. 
If Y pitch, multiply span by .6 or 3-5 nearly. 
If % pitch, multiply span by .625 or 5-8 nearly. 
If Y pitch, multiply span by .71 or 7-10 nearly. 
If 5 /s pitch, multiply span by .8 or 4-5 nearly. 
If full pitch, multiply span by 1.12 or 1Y nearly. 
To length thus obtained must be added amount of projections of 
rafters at the eaves. 

As rafters must be purchased of even lengths, a few inches more 
or less on their lengths will make a difference to the pitch so slight 
that it cannot be detected by the eye. 

Example. To determine the length of rafters for a roof con- 
structed one-half pitch, with a span of 24 feet — 24 x .71 = 17.04; 
or practically, just 17 feet. A projection of one foot for eaves 
makes the length to be purchased 18 feet. 

STYLE OF ROOFING TO USE 

When the pitch of roof is three inches to the foot or more, Corru- 
gated and V-Crimped Roofing or Metal Shingles may be used. If 
V-Crimped is desired remember that the extra Vs in 3, 4, 5, and 6 V- 
Crimped Roofing strengthens the sheet greatly and prevents rattling. 

Where the roof pitch is less than three inches to the foot, Roll 
and Cap, or pressed Standing Seam Roofing must be applied, as 
slow running water or collected snow cannot seep through the 
joints in these styles. 

For rules for painting, see page 167. 

158 



b g BRIER H I LL B3 [=» 

DIRECTIONS FOR APPLYING ROLL AND CAP 
ROOFING WITH PROTECTED CLEATS 




Commence to unroll the roofing at the top of the roof. Measure 
from the eaves to the comb, adding one inch for turning over at the 
eave, and one inch for tonging back at the comb. With the tongs 
turn up one inch along each side of a course. Draw a chalk line to 
get the first course straight, and commence laying at the right 
hand, if free to do so, for convenience in nailing. If against a frame 
building, begin there, flash or turn up the roofing six inches, and 
nail securely. If against a brick building, flash or turn up the 
roofing six inches, and nail at intervals into the joints between the 
bricks, then counterflash by cutting some strips of metal, wedging 
same into the joints of the bricks, and bending them down over 
the flashing. After the first course is laid to the chalk line, the 
cleats are nailed along the side every twelve or fifteen inches, or 
so to average two cleats at each cap. 

Next, bend up a new course, place the same against the first 
course laid, and bend the prongs of the cleats right and left to 
receive the caps. Beginning with the wide end of the cap at the 
eave, slip the cap over the cleats as they are spread right and left, 
the small end of one cap passing into the wide end of the preceding 
cap three-fourths of an inch, and continue thus to the comb. Hav- 
ing finished putting on a course of caps, close the seams with the 
squeezing tongs. 

As directed, an extra inch of metal is allowed for the comb lock. 
Go along the comb and mallet over the standing seams, then tong 
the extra inch back, then cut some cleats from any waste material, 

159 



hook them into the comb lock of each course and nail them to the 
sheathing. This done, you are ready for the 

SECOND SIDE OF THE ROOF 

Begin laying the second side at the end of the building where the 
first side was finished. If, in proceeding, the standing seams come 
opposite the middle of the course of the first side, it will be easier 
to make the comb. For making comb, allow 1% inches extra 
length to the courses. Notch the upper corners of each course 
1 x % inch. Bend the %-inch projection into the comb lock of 
the first side with the fingers and squeeze them together with the 
tongs. 

Use same material for valleys. Shape the metal to the angle of 
the valley by forming it over a straight edge. Tong back one inch 
along each side of the valley; place it in position and fasten with 
cleats. 

Into the lock of the valley hook the roofing sheets from above, 
mallet the joints closely and putty them well with elastic roofing 
cement. 

DIRECTIONS FOR APPLYING ROLL AND CAP ROOFING 
WITH OUTSIDE CLEATS 

Directions for applying Roll and Cap Roofing with Outside 
Cleats are the same as for Roll and Cap Roofing with Protected 
Cleats, except the cleating and capping, which is clearly illustrated 
in cut. 

The cleat is bent down over the standing seam, the cap is then 
placed over the seam and cleat, then turn the cleat back over the 
cap and tighten the seam with squeezing tongs. 



i 



160 



s 



B R ■ I El R 



H I L^ L i=i i=i 



HOW TO MEASURE FOR QUANTITY OF ROOFING 
AND SIDING NEEDED 




K- *k- * ~ 

Fi>. B—For Ridge Roofs Fig. E—For Curved Sheets for Ceiling 



Use that diagram which most nearly resembles your building 
and measure as indicated. Obtain the number of square feet each 
of Roofing and Siding required, divide by 100 to obtain squares 
needed. ' See tables of Sheets of Roofing in a square on page 271. 
See pages 149 and 273 for measuring curved sheets for ceilings, 
I-Beam Spans, etc. 

GENERAL MEASUREMENT INFORMATION 

With the exception of galvanized material all metal Roofing, 
Siding, Ceiling, etc., is painted both sides unless differently 
ordered. 

Corrugated material is sold by the square or pound, whichever 
is preferred, but all other metal Roofing, Siding and Ceilings are 
sold by the 100 square feet. 

One hundred square feet constitutes a "square," and in the 
various products this is estimated according to the following 
measurement rules: 

Corrugated Sheets, Imitation Stone and Imitation Brick the full 
width and length of sheets after being formed. 

V-Crimped, Beaded and Weatherboard Siding full length and 
actual covering width. 

Standing Seam Roofing actual covering width and full length, 



161 



whether connected by end blocks and shipped in rolls or separate 
and shipped in crates. 

Gutters and Valleys full width and length. 

Dry Paint, Ready Mixed Paints, Nails and Wood Strips are sold 
by the pound, gallon or square. (A square being the amount used 
in applying a square.) Prices quoted on sheet metal goods do not 
include these items. 

Ridge Roll, Ridge Caps, Corner Board, Window or Door Casings. 
Eaves Trough and Conductor Pipe, etc., are sold by the lineal foot. 
In measuring for Eaves Trough and Conductor Pipe take the 
actual length and allow one foot for each angle mitre or shoe. 

MEASURING FOR CHARGE AFTER COMPLETION OF WORK 

For the Sheet Metal Man 

Plain Roofs: Multiply the length (including the turn-up or 
turn-down at each end or gable) by the distance from eave to eave, 
and include both the material used in the ridge seams and the 
material lapped at eaves. 

Roofs having Hips, Valleys and the like: Each section should be 
measured through the center horizontally, and, to obtain area, 
multiply by the length of the strip of metal at the center running 
up and down. In addition to the actual surface of the roof also 
measure the length of the hips and valleys, and multiply one foot 
and the width to obtain the area. This extra on hip and valley is 
to make up for the extra labor and waste material in cutting and 
fitting these parts. Unless any opening such as chimneys, stacks, 
dormer windows, or ventilators measure more than 50 square feet, 
you should make no deductions. If the opening measures more 
than 50 feet and less than 100 square feet, deduct for half the 
size of the opening. If more than 100 square feet, deduct full size 
of opening. This rule is followed because the waste of material and 
additional work necessary in cutting and fitting for flashing such 
openings is at least equal to the value of the material cut out. 

Siding: Multiply full length of each section by the height. Make 
no deduction for windows, doors, or other openings, unless each of 
these measures greater than 10 square feet. When less than 25 
square feet, deduct for one-half; when more than 25 square feet, 
make deduction for the whole opening, unless casings to the win- 
dows, door and other openings are to be covered with iron or steel, 
in which case no deduction should be made for openings. Openings. 
Make no deductions for openings, chimneys, stacks, sky-light, 
dormer window, or ventilators, unless such openings measure more 
than 50 square feet; if more than 50 square feet and not more 
than 100 square feet, deduct half the size of the opening; if more 

162 



[=1 1=1 



B P I ER 



H I L^ L 



1=1 [=i 



than 100 square feet, deduct the full size of the opening. The labor 
to flash pipes and round stacks, whether of brick or metal, is 
charged extra. The reason for not deducting otherwise than as 
specified is, that the waste of material and extra work in cutting 
the material for flashing such openings is equal to or greater than 
the value of the materials cut out. 

Gables are estimated by multiplying the width by one-half the 
height or the height by one-half the width. 

Corner Strips are charged for by the lineal foot. 

Cornices are charged for by the lineal foot. 




rierHillSteelO 

OHKT 




163 



SIDING 

Complete stocks of Sidings are carried in our warehouses for 
prompt shipments. Our stock list, issued semi-monthly, is a photo- 
graph in figures of every item in these stocks. Have the list mailed 
regularly to you. 

See tables, pages 269 and 270, for weights to the square and 
bundle. 

WEATHERBOARD SIDING 




Made in painted or galvanized steel, in gauges 24 and lighter. 
Stock lengths, 5, 6, 7, 8, 9, 10, 11 and 12 feet. Both covering width 
and selling width are 24 inches. Each board measures 4 inches in 
width. A very popular form of siding and a perfect imitation of the 
old-fashioned clapboard. 

BEADED SIDING 




"~~T7 




Beads are three inches from center to center, 3^-inch wide and 
i/8-inch deep. Covering width and selling width are 24 inches. 
Furnished in painted or galvanized steel, in gauges 26 and lighter. 
Stock lengths, 5, 6, 7, 8, 9, 10, 11 and 12 feet. This form of siding 
is also used frequently as ceilings in store rooms and the like. 
Tables showing approximate weight to a square on page 269. Num- 
ber of sheets in one square and number of square feet in one sheet 
are on page 271. 

Note. — Corrugated Sheets are also used for siding and ceiling; see page 141. 
Rules for determining quantities of Roofing and Siding required are on page 161, 
also pages 266, 267, 268 and 271. Unless the Siding is to be applied on sheathing it 
is advisable always to order sheets to fit distances from center to center of studding. 



164 



[=J 1=1 



B R I El R 



H I L L i=i 1=1 



ROCK FACE STONE SIDING 

60 LH 




This is one of the most popular of Pressed Steel Sidings. It is 
widely specified by architects, and used by builders and contractors 
everywhere, because well adapted for business buildings, theaters, 
factories and the like. Furnished in sheets 28 x 60 inches, and one 
size of stone face — 7 x 12 inches. Stock lengths are 5, 6, 7, 8, 9, 10, 
11 and 12 feet. Carried in stock in 28 gauge and 29 gauge, 
galvanized, and 28 gauge painted, but can be furnished in gauges 
26 and lighter in black, painted or galvanized steel. 

ROCK FACE BRICK SIDING 

60 in- 




PLAIN PRESSED BRICK SIDING 

eo ln : 






:n 






i i t 



i j 



mm wmm wmm mmm mwm m^Mm-^m i 
wrmmm &mm m^m wmw mm : < iiipw m--. 



165 



£=]!=] b H 1 1l H HILL, 1=1 [=1 

ROCK FACE BRICK AND PLAIN PRESSED BRICK 
SIDING 

In painted or galvanized steel. Only one stock length, 5 feet. 
Gauges 24 and lighter. These sidings are much used for facing 
store fronts, business blocks, opera houses, auditoriums, factory 
offices, etc., and for these purposes have taken the place of the old 
time galvanized fronts, because cheaper, much neater in appearance 
and more easily applied. Size of brick, 2^x8^ 8 inches with 
3^-inch bead between bricks. In stock in sheets 28 x 60 inches; 
29 and 28 gauge in galvanized and 28 gauge in painted, but can be 
furnished in 26 gauge and lighter. For tables showing weights to 
the square and weights to the bundle, see pages 269 and 270. 

APPLYING ROCK FACE BRICK AND STONE 
SIDING 

For Applying Corrugated Siding, see page 148. 

Find the level of your building entirely around its base and top 
with spirit level and chalk line. 

At one corner of building place a full sheet of siding laying it so 
that the end extends at least two feet beyond the corner, and so 
that the cross grooves are directly over the corner, with the lower 
edge of the sheet touching the chalk line. 

Through the groove, nail the sheet firmly to the wall in order to 
hold it fast and to bring it down solid all along. Place nails two or 
three bricks apart beginning at the middle of a sheet and nailing 
towards ends and sides. Do not nail through the brick. 

With the hands or a piece of board, bend the projecting two feet 
of siding around the corner, and with a mallet hammer down lightly 
any uneven places. 

Lay around the building to the starting point, adjusting the first 
sheet in the second tier so as to break joints perfectly with the 
sheet below as in brick work, allowing the half groove at the bottom 
of a sheet to lap over the first, and fit snugly into the half groove 
at the top of the first sheet. 

After the siding is on, window and door frames can be put in. 
In cases where the frames are already in, the siding can be faced 
at the doors and windows the same as for wooden siding. 

At doors and windows, cut the sheets about three inches above 
the bottom sill and an equal distance from the side; after this form 
the corner thus indicated, cutting obliquely to the corner of win- 
dow, or door space. Around the side of the studding and down 
upon the window sill, the metal can then be bent with the hands 
and nailed in place. The window frames will then be fitted in over 
laps so that a complete brick surface is shown. 

166 



Ea E=m B F* I E, R H I L^ I_^ IeeD G=3 

GALVANIZED BARBED ROOFING NAILS 

We furnish Galvanized Steel Roofing Nails ^-mch, 1-inch. 
1 34-inch, 1 3^-inch, 1 %-inch and 2 inches long, at market prices. 

About one-half pound of Y% barbed roofing nails, or three-penny 
common wire nails are required to each square of siding. These 
are usually driven through the material without the use of a punch. 

PAINTING 

All our painted products are covered with high-grade iron oxide 
and raw linseed oil. 

All Painted Metal Roofing, Sidings, etc., should be painted again 
as soon as applied, in order to cover up any metal that may have 
been exposed through scratches. Afterwards painting every three 
to five years suffices, but roofing and siding should be painted anew 
whenever the paint begins to lose its elasticity and cracks, flakes, 
crumbles or becomes porous. All steel, therefore, should be care- 
fully investigated at intervals in order to determine the exact con- 
dition of the protective agent. No paint which is a product of coal 
tar should ever touch the surface of any iron or steel sheet, as 
numerous tests and experience have proven that such paints 
actually accelerate corrosion. High grades of metallic brown, 
Venetian red and red oxide paints ground in pure linseed oil have 
been used successfully for many years. Apply paint in a generous 
coating and rub in thoroughly. 

Galvanized Roofings, Sidings, etc., should be kept well covered 
with paint whenever the atmosphere contains acid fumes such as 
result from excessive volumes of smoke, or such as are in the neigh- 
borhood of blast furnaces and other factories giving off gaseous 
fumes. The reason for this is the fact that the spelter or zinc, 
which comprises the galvanized coating, is soluble in most of the 
acids that are encountered in the air under such conditions, and 
continued exposure would result in the coating peeling. Galvanized 
products should be allowed to remain exposed to the atmosphere 
for about a week before painting, in order that the slightly greasy 
surface of the galvanizing may weather away and the surface of 
the zinc become covered with a carbonate. This makes a strong 
foothold for the paint. In very dirty surroundings the sheets 
should be washed off before painting. In clean dry atmosphere such 
as is encountered in the South, Southwest and Northwest espe- 
cially, it is seldom necessary to paint galvanized material. 

AMOUNT OF PAINT 

For one coat over one hundred square feet of surface, about one 
pound of dry mineral paint is required. 

167 



bb B F* I E F2 H I L^ I_ la isi 

ROOFING ACCESSORIES 

PLAIN RIDGE ROLL 



L — - - ifrir^rTmrrmii in n aiBti"itinfc*M*Trii"tffciTii in i >■<>>■ 



^ 






STYLE A 




STYLE B 

Made from black, painted or galvanized steel in 16 gauge and 
lighter, and in any length up to and including 10 feet; standard 
length 10 feet; standard girth 10 inches. Made in two styles as 
illustrated. Style B has nailing flange. 

Standard Sizes 

1M" Roll 7" Girth 2" Apron. 

iy 2 " Roll 8" Girth 2\i" Apron. 

2" Roll 10" Girth 2^" Apron. 

2V 2 " Roll 12" Girth , . .3" Apron. 

3" Roll 14" Girth ZY 2 " Apron. 



PLAIN V-RIDGE CAPPING 



STYLE A 




STYLE B 



Made from black, painted or galvanized steel, in 16 gauge and 
lighter, and in any length up to 10 feet; standard length is 8 or 
10 feet; standard girth 7 inches. Style B has nailing flange. 



168 



[si 1=1 B R I El F* 



I-i I L^ L 



CORRUGATED RIDGE ROLL 




Made from black, painted or galvanized steel, in gauge 16 and 
lighter. Standard lengths, 26, 96 or 120 inches. Standard girths, i 
12 and 14 inches. Made to fit \ X A" , 2" and 23^" corrugations. 

CORRUGATED V-RIDGE CAPPING 



Made from black, painted or galvanized steel, in 16 gauge and 
lighter. Any length up to 10 feet, which is standard. Girths 8, 10 
and 12 inches. Can be furnished in 1}£", 2" or 23^" corrugations. 



CORRUGATED SIDE WALL FLASHING 




Made from black, painted or galvanized steel, 16 gauge and 
lighter, in any length up to 10 feet, which is standard. Made with 
7-inch apron; girth 13 inches. Furnished in 1 y±" , 2" or 2%" corru- 
gations. 

CORRUGATED END WALL FLASHING 




Made from black, painted or galvanized steel, 16 gauge and 
lighter. In 26 inch lengths only. Made with 6-inch corrugated face 
only. Apron 6 to 12 inches. Standard width of apron is 6 inches. 
Gauges 16 and lighter. 



169 







Illustrating Application Corrugated Sheets: See pages 1U7 and 1^8 




s s.' BRIER • H I I_ !_, g=3 n=i 



Tables of 

Weights of Sheet Bar 

Weights of Steel Plates 

Weights of Blue Annealed 
and Black Sheets 

Weights of Galvanized Sheets 

Bundling Tables for 
Black Sheets and Galvanized Sheets 

Tables of Gauges 

Etc. 



e=3 n=i B R IER 



HILL "i=i [=] 



TABLE SHOWING DIMENSIONS OF SHEET AND TIN 
BAR FROM 7.5. TO 61 POUNDS 

PER LINEAL FOOT 



Weight 


Dimensions 


Weight 


Dimensions 


Weight 


Dimensions 


Weight 


Dimensions 


Pounds 


Inches 


Pounds 


Inches 


Pounds 


Inches 


Pounds 


Inches 


7.50 


.27x8 


21.00 


.77x8 


34.50 


1.26x8 


48.00 


1.77x8 


7.75 


.28x8 


21.25 


.78x8 


34.75 


1.27x8 


48.25 


1.78x8 


8.00 


.29x8 


21.50 


.79x8 


35.00 


1.28x8 


48.50 


1.79x8 


8.25 


.30x8 


21.75 


.80x8 


35.25 


1.29x8 


48.75 


1.80x8 


8.50 


.31x8 


22.00 


.81x8 


35.50 


1.30x8 


49.00 


1.80x8 


8.75 


.32x8 i 


22.25 


.82x8 


35.75 


1.31x8 


49.25 


1.81x8 


9.00 


.33x8 


22.50 


.83x8 


36.00 


1.32x8 


49.50 


1.82x8 


9.25 


.34x8 


22.75 


.84x8 


36.25 


1.33x8 


49.75 


1.83x8 


9.50 


.35x8 


23.00 


.84x8 


36.50 


1.34x8 


50.00 


1 . 84 x 8 


9.75 


.36x8 


23.25 


.85x8 


36.75 


1.35x8 


50.25 


1.85x8 


10.00 


.37x8 


23.50 


.86x8 


37.00 


1.36x8 


50.50 


1.86x8 


10.25 


.38x8 


23.75 


.87x8 


37.25 


1.37x8 


50.75 


1.87x8 


10.50 


.39x8 


24.00 


.88x8 


37.50 


1.38x8 


51.00 


1.87x8 


10.75 


.40x8 


24.25 


.89x8 


37.75 


1.39x8 


51.25 


1.88x8 


11.00 


.41x8 


24.50 


.90x8 


38.00 


1.40x8 


51.50 


1.89x8 


11.25 


.42x8 


24.75 


.91x8 


38.25 


1.40x8 


51.75 


1.90x8 


11.50 


.43x8 


25.00 


.92x8 


38.50 


1.41x8 


52.00 


1.91x8 


11.75 


.43x8 


25.25 


.93x8 


38.75 


1.42x8 


52.25 


1.92x8 


12.00 


.44x8 


25.50 


.94x8 


39.00 


1.43x8 


52.50 


1.93 x 8 


12.25 


.45x8 


25.75 


.94x8 


39.25 


1.44x8 


52.75 


1 . 94 x 8 


12.50 


.46x8 


26.00 


.95x8 


39.50 


1.45x8 


53.00 


1.94x8 


12.75 


.47x8 


26.25 


.96x8 


39.75 


1.46x8 


53.25 


1.95x8 


13.00 


.48x8 


26.50 


.97x8 


40.00 


1.47x8 


53.50 


1.96x8 


13.25 


.49x8 


26.75 


.98x8 


40.25 


1.48x8 


53.75 


1.97x8 


13.50 


.50x8 


27.00 


.99x8 


40.50 


1.49x8 


54.00 


1.98x8 


13.75 


.51x8 


27.25 


1.00x8 


40.75 


1.50x8 


54.25 


1.99x8 


14.00 


.52x8 


27.50 


1.01x8 


41.00 


1.50x8 


54.50 


2.00x8 


14.25 


.53x8 


27.75 


1.02x8 


41.25 


1.51x8 


54.75 


2.01x8 


14.50 


.54x8 


28.00 


1.03x8 


41.50 


1.52x8 


55.00 


2 . 02 x 8 


14.75 


.55x8 


28.25 


1.04x8 


41.75 


1.53x8 


55.25 


2.03x8 


15.00 


.56x8 


28.50 


1.05x8 


42.00 


1.54x8 


55.50 


2.04x8 


15.25 


.57x8 i 


28.75 


1.06x8 


42.25 


1.55x8 


55.75 


2.05x8 


15.50 


.57x8 


29.00 


1.06x8 


42.50 


1.56x8 


56.00 


2.05x8 


15.75 


.58x8 


29.25 


1.07x8 


42.75 


1.57x8 


56.25 


2.06x8 


16.00 


.59x8 


29.50 


1.08x8 


43.00 


1.58x8 


56.50 


2.07x8 


16.25 


.60x8 


29.75 


1.09x8 


43.25 


1.59x8 


56.75 


2.08x8 


16.50 


.61x8 


30.00 


1.09x8 


43.50 


1.60x8 


57.00 


2.09x8 


16.75 


.62x8 


30.25 


1.10x8 


43.75 


1.61x8 


57.25 


2.10x8 


17.00 


.63x8 


30.50 


1.11x8 


44.00 


1.62x8 


57.50 


2.11 x 8 


17.25 


.64x8 


30.75 


1.12x8 


44.25 


1.63x8 


57.75 


2.12x8 


17.50 


.65x8 


31.00 


1.13x8 


44.50 


1 . 64 x 8 


58.00 


2.13x8 


17.75 


.66x8 


31.25 


1.14x8 


44.75 


1.65x8 


58.25 


2.14x8 


18.00 


.66x8 


31.50 


1.15x8 


45.00 


1.66x8 


58.50 


2.15x8 


18.25 


.67x8 


31.75 


1.16x8 


45.25 


1.66x8 


58.75 


2.15x8 


18.50 


.68x8 


32.00 


1.17x8 


45.50 


1.67x8 


59.00 


2.16x8 


18.75 


.69x8 


32.25 


1.18x8 


45.75 


1.68x8 


59.25 


2.17x8 


19.00 


.70x8 


32.50 


1.19x8 


46.00 


1.69x8 


59.50 


2.18x8 


19.25 


.71x8 


32.75 


1.20x8 


46.25 


1.70x8 


59.75 


2.19x8 


19.50 


.72x8 


33.00 


1.20x8 


46.50 


1.71x8 


60.00 


2.20x8 


19.75 


.73x8 1 


33.25 


1.21x8 


46.75 


1 . 72 x 8 


60.25 


2.21 x 8 


20.00 


.74x8 


33.50 


1.22x8 


47.00 


1.73x8 


60.50 


2.22x8 


20.25 


.75x8 


33.75 


1.23x8 


47.25 


1.74x8 


60.75 


2.23x8 


20.50 


.75x8 


34.00 


1.24x8 


47.50 


1.75x8 


61.00 


2.24x8 


20.75 


.76x8 


34.25 


1.25x8 


47.75 


1.76x8 























172 



BRIER H I L_ L_ is] g=i 



METHOD OF USING TABLE OF 
WEIGHTS OF PLATES 

THE following table for computing the 
weights of plates is a great improve- 
ment over any system heretofore de- 
vised. 

To determine the weight of any rec- 
tangular plate of known dimensions, 
multiply the length in inches by the 
number shown in the table opposite the 
corresponding width and thickness and 
the result is the weight of plate in 
pounds. 

For example: A plate lik" thick, 9%" 
wide and 93 " long weighs 93 times 
2.7843 or 259 pounds. 



173 



HILL osi i=g 



WEIGHTS OF PLATES 





Width in Inches 


"5 a 


8 


8H 


sy 2 


m 


9 


9M 


9H 


9% 


2 


4.5328 


4.6745 


4.8161 


4.9578 


5.0994 


5.2411 


5.3827 


5.5244 


1H 


4.3912 


4.5284 


4.6656 


4.8028 


4.9400 


5.0773 


5.2145 


5.3517 


IVs 


4.2495 


4.3823 


4.5151 


4.6479 


4.7807 


4.9135 


5 . 0463 


5.1791 


1H 


4.1078 


4.2362 


4.3646 


4.4930 


4.6213 


4.7497 


4.8781 


5.0064 


1M 


3.9662 


4.0901 


4.2141 


4.3380 


4.4620 


4.5859 


4.7099 


4.8338 


1H 


3.8245 


3.9441 


4.0636 


4.1831 


4.3026 


4.4221 


4.5417 


4.6612 


1H 


3.6829 


3.7980 


3.9131 


4.0282 


4.1433 


4.2584 


4.3734 


4.4885 


1& 


3.5412 


3.6519 


3.7626 


3.8732 


3.9839 


4.0946 


4.2052 


4.3159 


US 


3.3996 


3.5058 


3.6121 


3.7183 


3.8246 


3.9308 


4 . 0370 


4.1433 


1* 


3.2579 


3.3598 


3.4616 


3.5634 


3.6652 


3 . 7670 


3.8688 


3.9706 


l^ 


3.1163 


3.2137 


3.3111 


3.4085 


3.5058 


3 . 6032 


3 . 7006 


3.7980 


l& 


2.9746 


3.0676 


3.1606 


3.2535 


3.3465 


3.4394 


3 . 5324 


3 . 6254 


1M 


2.8330 


2.9215 


3.0101 


3.0986 


3.1871 


3.2757 


3.3642 


3.4527 


1& 


2.6914 


2.7755 


2.8596 


2.9437 


3.0278 


3.1119 


3.1960 


3.2801 


l% 


2.5497 


2.6294 


2.7091 


2.7887 


2.8684 


2.9481 


3.0278 


3.1074 


1A 


2.4080 


2.4833 


2.5586 


2.6338 


2.7091 


2.7843 


2.8596 


2.9348 


l 


2.2664 


2.3372 


2.4081 


2.4789 


2.5497 


2.6205 


2.6914 


2 . 7622 


if 


2.1247 


2.1911 


2.2575 


2.3239 


2.3903 


2.4567 


2.5231 


2.5895 


Vs 


1.9831 


2.0451 


2.1070 


2.1690 


2.2310 


2.2930 


2.3549 


2.4169 


13 
16 


1.8414 


1.8990 


1.9565 


2.0141 


2.0716 


2.1292 


2.1867 


2.2443 


M 


1.6998 


1.7529 


1.8060 


1.8592 


1.9123 


1.9654 


2.0185 


2.0716 


u 


1.5581 


1.6068 


1 . 6555 


1 . 7042 


1 . 7529 


1.8016 


1.8503 


1 . 8990 


% 


1.4165 


1.4608 


1.5050 


1 . 5493 


1.5936 


1.6378 


1.6821 


1.7264 


9 


1.2748 


1.3147 


1.3545 


1 . 3944 


1 . 4342 


1.4740 


1.5139 


1 . 5537 


i^ 


1 . 1332 


1.1686 


1.2040 


1.2394 


1.2749 


1.3103 


1.3457 


1.3811 


15 

32 


1 . 0624 


1.0956 


1.1288 


1.1620 


1 . 1952 


1.2284 


1.2616 


1.2948 


rs" 


.9916 


1 . 0225 


1.0535 


1.0845 


1.1155 


1 . 1465 


1.1775 


1.2085 


H 


.9207 


.9495 


.9783 


1 . 0070 


1.0358 


1 . 0646 


1.0934 


1.1221 


H 


;8499 


.8765 


.9030 


.9296 


.9561 


.9827 


1.0093 


1.0358 


1 1 

32 


.7791 


.8034 


.8278 


.8521 


.8766 


.9008 


.9252 


.9495 


& 


.7082 


.7304 


.7525 


.7746 


.7968 


.8189 


.8410 


.8632 


3% 


.6374 


.6573 


.6773 


.6972 


.7171 


.7370 


.7569 


.7769 


H 


.6020 


.6208 


.6396 


.6585 


. 6773 


.6961 


,7149 


.7337 


34 


.5666 


.5843 


.6020 


.6197 


.6374 


.6551 


.6728 


.6905 


15 
64 


.5312 


.5478 


.5644 


.5810 


.5976 


.6142 


.6308 


.6474 


5% 


.4958 


.5113 


.5268 


.5423 


.5577 


.5732 


.5887 


.6042 


H 


.4604 


.4747 


.4891 


.5035 


.5179 


.5323 


.5467 


.5611 


A 


.4250 


.4382 


.4515 


.4648 


.4781 


.4913 


.5046 


.5179 


H 


.3895 


.4017 


.4139 


.4261 


.4382 


.4504 


.4626 


.4747 


A 


.3541 


.3652 


.3763 


.3873 


.3984 


.4095 


.4205 


.4316 


A 


.3187 


.3287 


.3386 


.3486 


.3586 


.3685 


.3785 


.3884 


M 


.2833 


.2922 


.3010 


.3099 


.3187 


.3276 


.3364 


.3453 


A 


.2479 


.2556 


.2634 


.2711 


.2789 


.2866 


.2944 


.3021 



For method of using this table, see page 173 



174 



B 


m B R 


I El 


R 


H I 


L_ L_ i=i [=i 






WEIGHTS OF 


PLATES 






■ - s<u 


Width in Inches 


10 


10M 


ioy 2 


10M 


n 


liH 


ny 2 


HM 


2 


5.6660 


5.8077 


5.9493 


6.0910 


6.2326 


6.3743 


6.5159 


6.6576 


1H 


5,4889 


5.6262 


5.7634 


5.9006 


6.0378 


6.1751 


6.3123 


6.4495 


VA 


5.3119 


5.4447 


5.5775 


5.7103 


5.8431 


5.9759 


6.1087 


6.2415 


1H 


5.1348 


5.2632 


5.3916 


5.5199 


5.6483 


5.7767 


5.9050 


6.0334 


m 


4.9578 


5.0817 


5.2056 


5.3296 


5.4535 


5.5775 


5.7014 


5.8254 


1H 


4.7807 


4.9002 


5.0197 


5.1392 


5.2588 


5.3783 


5.4978 


5.6173 


1% 


4.6036 


4,7187 


4.8338 


4.9489 


5.0640 


5.1791 


5.2942 


5.4093 


1A 


4.4266 


4.5372 


4.6479 


4.7586 


4.8692 


4.9799 


5.0905 


5.2012 


1M 


4.2495 


4.3557 


4.4620 


4.5682 


4.6745 


4.7807 


4.8869 


4.9932 


1A 


4.0724 


4.1742 


4.2761 


4.3779 


4.4797 


4.5815 


4.6833 


4.7851 | 


1% 


3.8954 


3.9928 


4.0901 


4.1875 


4.2849 


4.3823 


4.4797 


4.5771 


1A 


3.7183 


3.8113 


3.9042 


3.9972 


4.0901 


4.1831 


4.2761 


4.3690 


1M 


3.5413 


3.6298 


3.7183 


3.8068 


3.8954 


3.9839 


4.0724 


4.1610 


1A 


3.3642 


3.4483 


3.5324 


3.6165 


3.7006 


3.7847 


3.8688 


3.9529 


13^ 


3.1871 


3.2668 


3.3465 


3.4262 


3.5058 


3.5855 


3.6652 


3.7449 


1A 


3.0101 


3.0853 


3.1606 


3.2358 


3.3111 


3.3863 


3.4616 


3.5368 


i 


2.8330 


2.9038 


2.9747 


3.0455 


3.1163 


3.1871 


3.2580 


3.3288 


H 


2.6559 


2.7223 


2.7887 


2.8551 


2.9215 


2.9879 


3.0543 


3.1207 


% 


2.4789 


2.5408 


2.6028 


2.6648 


2.7268 


2.7887 


2.8507 


2.9127 


if 


2.3018 


2.3594 


2.4169 


2.4744 


2.5320 


2.5895 


2.6471 


2.7046 


H 


2.1248 


2.1779 


2.2310 


2.2841 


2.3372 


2.3903 


2.4435 


2.4966 


tt 


1.9477 


1.9964 


2.0451 


2.0938 


2.1425 


2.1911 


2.2398 


2.2885 


*f 


1.7706 


1.8149 


1.8592 


1.9034 


1.9477 


1.9920 


2.0362 


2.0805 


A 


1.5936 


1.6334 


1.6732 


1.7131 


1.7529 


1.7928 


1.8326 


1.8724 


y 2 


1.4165 


1.4519 


1.4873 


1.5227 


1.5582 


1.5936 


1.6290 


1.6644 


15 
32 


1.3280 


1.3612 


1.3944 


1.4276 


1.4608 


1.4940 


1.5272 


1.5604 


A 


1.2394 


1.2704 


1.3014 


1.3324 


1.3634 


1.3944 


1.4254 


1.4563 


13 
32 


1.1509 


1.1797 


1.2085 


1.2372 


1.2660 


1.2948 


1.3235 


1.3523 


% 


1.0624 


1.0889 


1.1155 


1.1421 


1.1686 


1.1952 


1.2217 


1.2483 


u 

32 


.9738 


.9982 


1.0225 


1.0469 


1.0712 


1.0956 


1.1199 


1.1443 


A 


.8853 


.9074 


.9296 


.9517 


.9738 


.9960 


1.0181 


1.0402 


A 


.7968 


.8167 


.8366 


.8565 


.8765 


.8964 


.9163 


.9362 


tt 


.7525 


.7713 


.7901 


.8090 


.8278 


.8466 


.8654 


.8842 


X 


.7083 


.7260 


.7437 


.7614 


.7791 


.7968 


.8145 


.8322 


H 


.6640 


.6806 


.6972 


.7138 


.7304 


.7470 


.7636 


.7802 


7 
32 


.6197 


. 6352 


.6507 


.6662 


.6817 


.6972 


.7127 


.7282 


H 


.5755 


.5898 


.6042 


.6186 


.6330 


.6474 


.6618 


.6762 


3 
16 


.5312 


.5445 


.5577 


5710 


.5843 


.5976 


.6109 


.6241 


11 

64 


.4869 


.4991 


.5113 


.5234 


.5356 


.5478 


.5600 


. 5721 


A 


.4427 


.4537 


.4648 


.4759 


.4869 


.4980 


.5091 


.5201 


A 


.3984 


.4084 


.4183 


.4283 


.4382 


.4482 


.4581 


.4681 


H 


.3541 


.3630 


.3718 


.3807 


.3895 


.3984 


.4072 


.4161 


A 

_ 


.3099 


.3176 


.3254 


.3331 


.3408 


.3486 


.3563 


.3641 




For i 


nethod of 


using this 


table, see 


page 173 







175 



B R I E, R 



HILL G=D Is] 






WEIGHTS OF PLATES 





Width in Inches 


12 


12M 


12 J* 


12M 


13 


13M 


1SJ* 


13M 


2 


6.7992 


6.9409 


7.0825 


7.2242 


7.3658 


7.5075 


7.6491 


7.7908 


ltt 


6.5867 


6.7239 


6.8612 


6.9984 


7.1356 


7 2728 


7.4101 


7.5473 


1 7 A 


6.3742 


6.5070 


6.6398 


6.7726 


6.9054 


7.0382 


7.1710 


7.3038 


lit 


6.1618 


6.2901 


6.4185 


6.5469 


6.6753 


6.8036 


6.9320 


7.0604 


m 


5.9493 


6.0732 


6.1972 


6.3211 


6.4451 


6.5690 


6.6930 


6.8169 


itt 


5.7368 


5.8563 


5.9759 


6.0954 


6.2149 


6.3344 


6.4539 


6.5734 


IK 


5.5243 


5.6394 


5.7545 


5.8696 


5.9847 


6.0998 


6.2149 


6.3300 


1& 


5.3119 


5.4225 


5.5332 


5.6439 


5.7545 


5.8652 


5.9759 


6.0865 


IK 


5.0994 


5.2056 


5.3119 


5.4181 


5.5244 


5.6306 


5.7368 


5.8431 


1& 


4.8869 


4.9887 


5.0905 


5.1924 


5.2942 


5.3960 


5.4978 


5.5996 


l^ 


4.6744 


4.7718 


4.8692 


4.9666 


5.0640 


5.1614 


5.2588 


5.3561 


1A 


4.4620 


4.5549 


4.6479 


4.7408 


4.8338 


4.9268 


5.0197 


5.1127 


1M 


4.2495 


4.3380 


4.4266 


4.5151 


4.6036 


4.6922 


4.7807 


4.8692 


l-ft 


4.0370 


4.1211 


4.2052 


4.2893 


4.3734 


4.4575 


4.5417 


4.6258 


IK 


3.8245 


3.9042 


3.9839 


4.0636 


4.1433 


4.2229 


4.3026 


4.3823 


life 


3.6121 


3.6873 


3.7626 


3.8378 


3.9131 


3.9883 


4.0636 


4.1388 


l 


3.3996 


3.4704 


3.5413 


3.6121 


3.6829 


3.7537 


3.8246 


3.8954 


tt 


3.1871 


3.2535 


3.3199 


3.3863 


3.4527 


3.5191 


3.5855 


3.6519 


% 


2.9746 


3.0366 


3.0986 


3.1606 


3.2225 


3.2845 


3.3465 


3.4085 


if 


2.7622 


2.8197 


2.8773 


2.9348 


2.9924 


3.0499 


3.1074 


3.1650 


M 


2.5497 


2.6028 


2.6559 


2.7091 


2.7622 


2.8153 


2.8684 


2.9215 


a 


2.3372 


2.3859 


2.4346 


2.4833 


2.5320 


2.5807 


2.6294 


2.6781 


« 


2.1247 


2.1690 


2.2133 


2.2575 


2.3018 


2.3461 


2.3903 


2.4346 


16 


1.9123 


1.9521 


1.9920 


2.0318 


2.0716 


2.1115 


2.1513 


2.1911 


H 


1.6998 


1.7352 


1.7706 


1.8060 


1.8415 


1.8769 


1.9123 


1.9477 


15. 
32 


1.5936 


1.6268 


1 6600 


1.6932 


1.7264 


1.7596 


1.7928 


1.8260 


TS 


1.4873 


1.5183 


1.5493 


1.5803 


1.6113 


1.6423 


1.6732 


1.7042 


ft 


1.3811 


1.4099 


1.4386 


1.4674 


1.4962 


1.5250 


1.5537 


1.5825 


M 


1.2748 


1.3014 


1.3280 


1.3545 


1.3811 


1.4076 


1.4342 


1.4608 


ii 

T2 


1.1686 


1.1930 


1.2173 


1.2417 


1.2660 


1.2903 


1.3147 


1.3390 


5 
16 


1.0624 


1.0845 


1.1066 


1.1288 


1.1509 


1.1730 


1.1952 


1.2173 


& 


.9561 


.9761 


.9960 


1.0159 


1.0358 


1.0557 


1 0757 


1.0956 


u 


.9030 


.9218 


.9406 


.9595 


.9783 


.9971 


1.0159 


1.0347 


J€ 


.8499 


.8676 


.8853 


.9030 


.9207 


.9384 


.9561 


.9738 


15 


T 7968 


.8134 


.8300 


.8466 


.8632 


.8798 


.8964 


.9130 


-h 


.7437 


.7592 


.7746 


.7901 


.8056 


.8211 


.8366 


.8521 


tt 


.6905 


.7049 


.7193 


.7337 


.7481 


.7625 


.7769 


.7912 


3 
16 


.6374 


.6507 


.6640 


.6773 


.6905 


.7038 


.7171 


.7304 


tt 


.5843 


.5965 


.6087 


.6208 


.6330 


.6452 


.6573 


.6695 


A 


.5312 


.5423 


.5533 


.5644 


.5755 


.5865 


.5976 


.6087 


9 


.4781 


.4880 


.4980 


.5079 


.5179 


.5279 


.5378 


.5478 


H 


.4249 


.4338 


.4427 


.4515 


.4604 


.4692 


.4781 


.4869 


67 


.3718 


.3796 


.3873 


.3951 


.4028 


.4106 


.4183 


.4261 



For method of using this table, see page 173 



176 



[=3 & B R* I E, F2 



H I I_ L g=d n=3 



WEIGHTS OF PLATES 



|a 






Width in 


Inches 








2S 


14 


14M 


14M 


14M 


15 


15M 


16H 


15M 


2 


7.9324 


8.0741 


8.2157 


8.3574 


8.4990 


8.6407 


8.7823 


8.9240 


1« 


7.6845 


7.8217 


7.9590 


8.0962 


8.2334 


8.3706 


8.5079 


8.6451 


1% 


7.4366 


7.5694 


7.7022 


7.8350 


7.9678 


8.1006 


8.2334 


8.3662 


1« 


7.1887 


7.3171 


7.4455 


7.5738 


7.7022 


7.8306 


7.9590 


8.0873 


1M 


6.9409 


7 0648 


7.1887 


7.3127 


7.4366 


7.5606 


7.6845 


7.8085 


H* 


6.6930 


6.8125 


6.9320 


7.0515 


7.1710 


7.2905 


7.4101 


7.5296 


l^ 


6.4451 


6.5602 


6.6753 


6.7903 


6.9054 


7.0205 


7.1356 


7.2507 


1A 


6.1972 


6.3079 


6.4185 


6.5292 


6.6398 


6.7505 


6.8612 


6.9718 


IK 


5.9493 


6.0555 


6.1618 


6.2680 


6.3743 


6.4805 


6.5867 


6.6930 


1A 


5.7014 


5.8032 


5.9050 


6.0068 


6.1087 


6.2105 


6.3123 


6.4141 


1M 


5.4535 


5.5509 


5.6483 


5.7457 


5.8431 


5.9404 


6.0378 


6.1352 


1A 


5.2056 


5.2986 


5.3916 


5.4845 


5.5775 


5.6704 


5.7634 


5.8563 


1M 


4.9578 


5.0463 


5.1348 


5.2233 


5.3119 


5.4004 


5.4889 


5.5775 


J A 


4.7099 


4.7940 


4.8781 


4.9622 


5.0463 


5.1304 


5.2145 


5.2986 


1H 


4.4620 


4.5417 


4.6213 


4.7010 


4.7807 


4.8604 


4.9400 


5.0197 


1A 


4.2141 


4.2893 


4.3646 


4.4398 


4.5151 


4.5903 


4.6656 


4.7408 


l 


3.9662 


4.0370 


4.1079 


4.1787 


4.2495 


4.3203 


4.3912 


4.4620 


15 
16 


3.7183 


3.7847 


3.8511 


3.9175 


3.9839 


4.0503 


4.1167 


4.1831 


K 


3.4704 


3.5324 


3.5944 


3.6563 


3.7183 


3.7803 


3.8423 


3.9042 


13 
16 


3.2225 


3.2801 


3.3376 


3.3952 


3.4527 


3.5103 


3.5678 


3.6254 


H 


2.9747 


3.0278 


3.0809 


3.1340 


3.1871 


3.2402 


3.2934 


3.3465 


ii 

16 


2.7268 


2.7755 


2.8241 


2.8728 


2.9215 


2.9702 


3.0189 


3.0676 


^ 


2.4789 


2.5231 


2.5674 


2.6117 


2.6559 


2.7002 


2.7445 


2.7887 


9 
16 


2.2310 


2.2708 


2.3107 


2.3505 


2.3903 


2.4302 


2.4700 


2.5099 


y 2 


1.9831 


2.0185 


2.0539 


2.0893 


2.1248 


2.1602 


2.1956 


2.2310 


a 


1.8592 


1.8924 


1.9256 


1.9588 


1.9920 


2.0252 


2.0584 


2.0916 


T6 


1.7352 


1.7662 


1.7972 


1.8282 


1.8592 


1.8901 


1.9211 


1.9521 


11 


1.6113 


1.6400 


1.6688 


1.6976 


1.7264 


1.7551 


1.7839 


1.8127 


Z A 


1.4873 


1.5139 


1.5404 


1.5670 


1.5936 


1.6201 


1.6467 


1.6732 


Ii 


1.3634 


1.3877 


1.4121 


1.4364 


1.4608 


1.4851 


1.5095 


1.5338 


A 


1.2394 


1.2616 


1.2837 


1.3058 


1.3280 


1.3501 


1.3722 


1.3944 


9 
32 


1.1155 


1.1354 


1.1553 


1.1753 


1.1952 


1.2151 


1.2350 


1.2549 


17 
'6 4 


1.0535 


1.0723 


1.0911 


1.1100 


1.1288 


1.1476 


1.1664 


1 1852 


M 


.9916 


1.0093 


1.0270 


1.0447 


1.0624 


1.0801 


1.0978 


1.1155 


15 
64 


.9296 


.9462 


.9628 


.9794 


.9960 


1.0126 


1.0292 


1.0458 


A 


.8676 


.8831 


.8986 


.9141 


.9296 


.9451 


.9606 


.9761 


tt 


.8056 


.8200 


.8344 


.8488 


.8632 


.8776 


.8920 


.9063 


A 


.7437 


.7569 


.7702 


.7835 


.7968 


.8101 


.8233 


.8366 


ii 


.6817 


.6939 


.7060 


.7182 


.7304 


.7426 


.7547 


.7669 


3% 


.6197 


.6308 


.6419 


.6529 


.6640 


.6751 


.6861 


.6972 


A 


.5577 


.5677 


.5777 


.5876 


.5976 


.6075 


.6175 


.6275 


H 


.4958 


.5046 


.5135 


.5223 


. 5312 


.5400 


.5489 


.5577 


6^ 


.4338 


.4415 


.4493 


.4570 


.4648 


.4725 


.4803 


.4880 



For method of using this table, see page 173 



177 



[=J 


^ B R 


I El 


R 


H 


I L 


L, i=] r=] 


WEIGHTS OF PLATES 


■Mm 


Width in Inches 


22 


16 


16 14 


16^ 


16M 


17 


17M 


ny 2 


17M 
10.0572 


2 


9.0656 


9.2073 


9.3489 


9.4906 


9.6322 


9.7739 


9.9155 


1H 


8.7823 


8.9195 


9.0567 


9.1940 


9.3312 


9.4684 


9.6056 


9.7429 


1% 


8.4990 


8.6318 


8.7646 


8.8974 


9.0302 


9.1630 


9.2958 


9.4286 


1H 


8.2157 


8.3441 


8.4724 


8.6008 


8.7292 


8.8576 


8.9859 


9.1143 


1M 


7.9324 


8.0563 


8.1803 


8.3042 


8.4282 


8.5521 


8.6761 


8.8000 


ltt 


7.6491 


7.7686 


7.8881 


8.0077 


8.1272 


8.2467 


8.3662 


8.4857 


m 


7.3658 


7.4809 


7.5960 


7.7111 


7.8262 


7.9413 


8.0563 


8.1714 


ia 


7.0825 


7.1932 


7.3038 


7.4145 


7.5252 


7.6358 


7.7465 


7.8571 


i^ 


6.7992 


6.9054 


7.0117 


7.1179 


7.2242 


7.3304 


7.4366 


7.5429 


1A 


6.5159 


6.6177 


6.7195 


6.8213 


6.9231 


7.0250 


7.1268 


7.2286 


i^ 


6.2326 


6.3300 


6.4274 


6.5248 


6.6221 


6.7195 


6.8169 


6.9143 


1A 


5.9493 


6.0423 


6.1352 


6.2282 


6.3211 


6.4141 


6.5070 


6.6000 


1M 


5.6660 


5.7545 


5.8431 


5.9316 


6.0201 


6.1087 


6.1972 


6.2857 


1A 


5.3827 


5.4668 


5.5509 


5.6350 


5.7191 


5.8032 


5.8873 


5.9714 


1M 


5.0994 


5.1791 


5.2588 


5.3384 


5.4181 


5.4978 


5.5775 


5.6571 


irV 


4.8161 


4.8914 


4.9666 


5.0419 


5.1171 


5.1924 


5.2676 


5.3429 


l 


4.5328 


4.6036 


4.6745 


4.7453 


4.8161 


4.8869 


4.9578 


5.0286 


H 


4.2495 


4.3159 


4.3823 


4.4487 


4.5151 


4.5815 


4.6479 


4.7143 


K 


3.9662 


4.0282 


4.0901 


4.1521 


4.2141 


4.2761 


4.3380 


4.4000 


if 


3.6829 


3.7404 


3.7980 


3.8555 


3.9131 


3.9706 


4.0282 


4.0857 


3 A 


3.3996 


3.4527 


3.5058 


3.5590 


3.6121 


3.6652 


3.7183 


3.7714 


XX 

16 


3.1163 


3.1650 


3.2137 


3.2624 


3.3111 


3.3598 


3.4085 


3.4571 I 


« 


2.8330 


2.8773 


2.9215 


2.9658 


3.0101 


3.0543 


3.0986 


3.1429 


9 
16 


2.5497 


2.5895 


2.6294 


2.6692 


2.7091 


2.7489 


2.7887 


2.8286 


y 2 


2.2664 


2.3018 


2.3372 


2.3726 


2.4081 


2.4435 


2.4789 


2.5143 


M 


2.1248 


2.1579 


2.1911 


2.2243 


2.2575 


2.2907 


2.3239 


2.3571 


T6 


1.9831 


2.0141 


2.0451 


2.0761 


2.1070 


2.1380 


2.1690 


2.2000 


3Y 


1.8414 


1 . 8702 


1.8990 


1.9278 


1.9565 


1.9853 


2.0141 


2.0429 


% 


1.6998 


1.7264 


1.7529 


1.7795 


1.8060 


1.8326 


1.8592 


1.8857 


ii 

32 


1.5581 


1.5825 


1.6068 


1.6312 


1.6555 


1.6799 


1.7042 


1.7286 


5 
16 


1.4165 


1.4386 


1.4608 


1.4829 


1.5050 


1.5272 


1.5493 


1.5714 I 


7T2 


1.2748 


1.2948 


1.3147 


1.3346 


1.3545 


1.3744 


1.3944 


1.4143 


64 


1.2040 


1.2228 


1.2417 


1.2605 


1.2793 


1.2981 


1.3169 


1.3357 


X 


1.1332 


1.1509 


1.1686 


1.1863 


1.2040 


1.2217 


1.2394 


1.2571 • 


H 


1.0624 


1.0790 


1.0956 


1.1122 


1.1288 


1.1454 


1.1620 


1.1786 


52 


.9916 


1.0070 


1.0225 


1.0380 


1.0535 


1.0690 


1.0845 


1.1000 


64 


.9207 


.9351 


.9495 


.9639 


.9783 


.9927 


1.0070 


1.0214 


3 
16 


.8499 


.8632 


. 8765 


.8897 


.9030 


.9163 


.9296 


.9429 


H 


.7791 


.7912 


.8034 


.8156 


.8278 


.8399 


.8521 


.8643 


A 


.7082 


.7193 


.7304 


.7414 


.7525 


.7636 


.7746 


.7857 


A 


.6374 


.6474 


.6573 


.6673 


.6773 


.6872 


.6972 


.7071 


H 


. 5666 


.5755 


.5843 


.5932 


.6020 


.6109 


.6197 


.6286 


?r 


.4958 


.5035 


.5113 


.5190 


.5268 


.5345 


.5423 


.5500 


For method of using this table, see page 173 



178 



[si 


i=i B R 


I E, 


R 


H 


ILL i=i isi 


WEIGHTS OF PLATES 




Width in Inches 


18 


18J£. 


18^ 


18M 


19 


19M 


19^ 


19M 


2 


10.1988 


10.3405 


10.4821 


10.6238 


10.7654 


10.9071 


11.0487 


11.1904 


1M 


9.8801 


10.0173 


10.1545 


10.2918 


10.4290 


10.5662 


10.7034 


10.8407 


1% 


9.5614 


9.6942 


9.8270 


9.9598 


10.0926 


10.2254 


10.3582 


10.4910 


1H 


9.2427 


9.3710 


9.4994 


9.6278 


9.7561 


9.8845 


10.0129 


10.1413 


lU 


8.9240 


9.0479 


9.1718 


9.2958 


9.4197 


9.5437 


9.6676 


9.7916 


ltt 


8.6052 


8.7248 


8.8443 


8.9638 


9.0833 


9.2028 


9.3223 


9.4419 


1^ 


8.2865 


8.4016 


8.5167 


8.6318 


8.7469 


8.8620 


8.9771 


9.0922 


1& 


7.9678 


8.0785 


8.1891 


8.2998 


8.4105 


8.5211 


8.6318 


8.7425 


i^ 


7.6491 


7.7553 


7.8616 


7.9678 


8.0741 


8.1803 


8.2865 


8.3928 


1 17 


7.3304 


7.4322 


7.5340 


7.6358 


7.7376 


7.8394 


7.9413 


8.0431 


m 


7.0117 


7.1091 


7.2064 


7.3038 


7.4012 


7.4986 


7.5960 


7.6934 


lA 


6.6930 


6.7859 


6.8789 


6.9718 


7.0648 


7.1578 


7.2507 


7.3437 


1M 


6.3743 


6.4628 


6.5513 


6.6398 


6.7284 


6.8169 


6.9054 


6.9940 


1A 


6.0555 


6.1396 


6.2237 


6.3079 


6.3920 


6.4761 


6.5602 


6.6443 


i^ 


5.7368 


5.8165 


5.8962 


5.9759 


6.0555 


6.1352 


6.2149 


6.2946 


1A 


5.4181 


5.4934 


5.5686 


5.6439 


5.7191 


5.7944 


5.8696 


5.9449 


l 


5.0994 


5.1702 


5.2411 


5.3119 


5.3827 


5.4535 


5.5244 


5.5952 


« 


4.7807 


4.8471 


4.9135 


4.9799 


5.0463 


5.1127 


5.1791 


5.2455 


K 


4.4620 


4.5239 


4.5859 


4.6479 


4.7099 


4.7718 


4.8338 


4.8958 


H 


4.1433 


4.2008 


4.2584 


4.3159 


4.3734 


4.4310 


4.4885 


4.5461 


« 


3.8246 


3.8777 


3.9308 


3.9839 


4.0370 


4.0901 


4.1433 


4.1964 


1 6 


3.5058 


3.5545 


3.6032 


3.6519 


3.7006 


3.7493 


3.7980 


3.8467 


v% 


3.1871 


3.2314 


3.2757 


3.3199 


3.3642 


3.4085 


3.4527 


3.4970 


_8_ 

16 


2.8684 


2.9083 


2.9481 


2.9879 


3.0278 


3.0676 


3.1074 


3.1473 


Yi 


2.5497 


2.5851 


2.6205 


2.6559 


2.6914 


2.7268 


2.7622 


2.7976 


M 


2.3903 


2.4235 


2.4567 


2.4899 


2.5231 


2.5563 


2.5895 


2.6227 


rs 


2.2310 


2.2620 


2.2930 


2.3239 


2.3549 


2.3859 


2.4169 


2.4479 


H 


2.0716 


2.1004 


2.1292 


2.1579 


2.1867 


2.2155 


2.2443 


2.2730 


N 


1.9123 


1.9388 


1.9654 


1.9920 


2.0185 


2.0451 


2.0716 


2.0982 


H 


1.7529 


1.7773 


1.8016 


1.8260 


1.8503 


1.8746 


1.8990 


1.9233 


A 


1.5936 


1.6157 


1.6378 


1.6600 


1.6821 


1.7042 


1.7264 


1.7485 


9 

T5 


1.4342 


1.4541 


1.4740 


1.4940 


1.5139 


1.5338 


1.5537 


1.5736 


H 


1.3545 


1.3733 


1.3922 


1.4110 


1.4298 


1.4486 


1.4674 


1.4862 


V± 


1.2749 


1.2926 


1.3103 


1.3280 


1.3457 


1.3634 


1.3811 


1.3988 


H 


1.1952 


1.2118 


1.2284 


1.2450 


1.2616 


1.2782 


1.2948 


1.3114 


3T 


1.1155 


1.1310 


1.1465 


1.1620 


1.1775 


1.1930 


1.2085 


1.2239 


u 


1.0358 


1.0502 


1.0646 


1.0790 


1.0934 


1.1077 


1.1221 


1.1365 


3 

16 


.9561 


.9694 


.9827 


.9960 


1.0093 


1.0225 


1.0358 


1.0491 


H 


.8765 


.8886 


.9008 


.9130 


.9252 


.9373 


.9495 


.9617 


A 


.7968 


.8078 


.8189 


.8300 


.8410 


.8521 


.8632 


.8742 


A 


.7171 


.7271 


.7370 


.7470 


.7569 


.7669 


.7769 


.7868 


H 


:6374 


.6463 


.6551 


.6640 


.6728 


.6817 


.6905 


.6994 


A 


.5577 


.5655 


.5732 


.5810 


.5887 


.5965 


.6042 


.6120 






For n 


tethod of i 


ising this t 


able, see p 


age 173 







179 









I EZr 


F^ HILL isi is) 


WEIGHTS OF PLATES 










Width in Inches 








20 


20J4 


2oy 2 


20M 


21 


21J€ 


21V 2 


21M 


2 


11.3320 


11.4737 


11.6153 


11.7570 


11.8986 


12.0403 


12.1819 


12.3236 


1 is 

1 16 


10.9779 


11.1151 


11.2523 


11.3895 


11.5268 


11.6640 


11.8012 


11.9384 


1% 


10.6237 


10.7565 


10.8893 


11.0221 


11.1549 


11.2877 


11.4205 


11.5533 


1x1 


10.2696 


10.3980 


10.5264 


10.6547 


10.7831 


10.9115 


11.0398 


11.1682 


1M 


9.9155 


10.0394 


10.1634 


10.2873 


10.4113 


10.5352 


10.6592 


10.7831 


ltt 


9.5614 


9.6809 


9.8004 


9.9199 


10.0394 


10.1590 


10.2785 


10.3980 


1^8 


9.2072 


9.3223 


9.4374 


9.5525 


9.6676 


9.7827 


9.8978 


10.0129 


ItV 


8.8531 


8.9638 


9.0745 


9.1851 


9.2958 


9.4064 


9.5171 


9.6278 


IK 


8.4990 


8.6052 


8.7115 


8.817 r < 


8.9240 


9.0302 


9.1364 


9.2427 


ItV 


8.1449 


8.2467 


8.3485 


8.4503 


8.5521 


8.6539 


8.7557 


8.8576 


1% 


7.7907 


7.8881 


7.9855 


8.0829 


8.1803 


8.2777 


8.3751 


8.4724 


ifV 


7.4366 


7.5296 


7.6225 


7.7155 


7.8085 


7.9014 


7.9944 


8.0873 


1M 


7.0825 


7.1710 


7.2596 


7.3481 


7.4366 


7.5252 


7.6137 


7.7022 


ItV 


6.7284 


6.8125 


6.8966 


6.9807 


7.0648 


7.1489 


7.2330 


7.3171 j 


1^8 


6.3742 


6.4539 


6.5336 


6.6133 


6.6930 


6.7726 


6.8523 


6.9320 


ItV 


6.0201 


6.0954 


6.1706 


6.2459 


6.3211 


6.3964 


6.4716 


6.5469 


1 


5.6660 


5.7368 


5.8077 


5.8785 


5.9493 


6.0201 


6.0910 


6.1618 


15 
16 


5.3119 


5.3783 


5.4447 


5.5111 


5.5775 


5.6439 


5.7103 


5.7767 


% 


4.9577 


5.0197 


5.0817 


5.1437 


5.2056 


5.2676 


5.3296 


5.3916 


13 

16 


4.6036 


4.6612 


4.7187 


4.7763 


4.8338 


4.8914 


4.9489 


5.0064 


H 


4.2495 


4.3026 


4.3557 


4.4089 


4.4620 


4.5151 


4.5682 


4.6213 


ft 


3.8954 


3.9441 


3.9928 


4.0415 


4.0901 


4.1388 


4.1875 


4.2362 


% 


3.5412 


3.5855 


3.6298 


3.6740 


3.7183 


3.7626 


3.8068 


3.8511 


9 
16 


3.1871 


3.2270 


3.2668 


3.3066 


3.3465 


3.3863 


3.4262 


3.4660 


y 2 


2.8330 


2.8684 


2.9038 


2,9392 


2.9747 


3.0101 


3.0455 


3.0809 


» 


2.6559 


2.6891 


2.7223 


2.7555 


2.7887 


2.8219 


2.8551 


2.8883 


tV 


2.4789 


2.5099 


2.5408 


2.5718 


2.6028 


2.6338 


2.6648 


2.6958 


» 


2.3018 


2.3306 


2.3594 


2.3881 


2.4169 


2.4457 


2.4744 


2.5032 


h 


2.1247 


2.1513 


2.1779 


2.2044 


2.2310 


2.2575 


2.2841 


2.3107 


ii 

32 


1.9477 


1.9720 


1.9964 


2.0207 


2.0451 


2.0694 


2.0938 


2.1181 


tV 


1.7706 


1.7928 


1.8149 


1.8370 


1.8592 


1.8813 


1.9034 


1.9256 


9 
32 


1.5936 


1.6135 


1.6334 


1.6533 


1.6732 


1.6932 


1.7131 


1.7330 


ft 


1.5050 


1.5238 


1.5427 


1.5615 


1.5803 


1.5991 


1.6179 


1.6367 


H 


1.4165 


1.4342 


1.4519 


1.4696 


1.4873 


1.5050 


1.5227 


1.5404 


15 
64 


1.3280 


1.3446 


1.3612 


1.3778 


1.3944 


1.4110 


1.4276 


1.4442 


7 
32 


1.2394 


1.2549 


1.2704 


1.2859 


1.3014 


1.3169 


1.3324 


1.3479 


13 
61 


1.1509 


1.1653 


1.1797 


1.1941 


1.2085 


1.2228 


1.2372 


1.2516 


_3_ 
16 


1.0624 


1.0757 


1.0889 


1.1022 


1.1155 


1.1288 


1.1421 


1.1553 


ft 


.9738 


.9860 


.9982 


1.0104 


1.0225 


1.0347 


1.0469 


1.0591 


5 
32 


.8853 


.8964 


.9074 


.9185 


.9296 


.9406 


.9517 


.9628 


A 


.7968 


.8067 


.8167 


.8267 


.8366 


.8466 


.8565 


.8665 


H 


.7082 


.7171 


.7260 


.7348 


.7437 


.7525 


.7614 


.7702 


^v 


.6197 


.6275 


.6352 


.6430 


.6507 


.6584 


.6662 


.6739 






For e 


iethod of using this table, see page 173 







180 



[si 


s B R 


I E 


R 


H 


I LL [=i i=i • 


WEIGHTS OF PLATES 


la 


Width in Inches 


22 


22^ 


22K 


22M 


23 


23 M 


23K 


23M 


2 


12.4652 


12.6069 


12.7485 


12.8902 


13.0318 


13.1735 


13.3151 


13.4568 


1« 


12.0757 


12.2129 


12.3501 


12.4873 


12.6246 


12.7618 


12.8990 


13.0362 


1% 


11.6861 


11.8189 


11.9517 


12.0845 


12.2173 


12.3501 


12.4829 


12.6157 


1H 


11.2966 


11.4250 


11.5533 


11.6817 


11.8101 


11.9384 


12.0668 


12.1952 


1M 


10.9071 


11.0310 


11.1549 


11.2789 


11.4028 


11.5268 


11.6507 


11.7747 


l.tt 


10.5175 


10.6370 


10.7565 


10.8761 


10.9956 


11.1151 


11.2346 


11.3541 


1^8 


10.1280 


10.2431 


10.3582 


10.4732 


10.5883 


10.7034 


10.8185 


10.9336 


1A 


9.7384 


9.8491 


9.9598 


10.0704 


10.1811 


10.2918 


10.4024 


10.5131 


1H 


9.3489 


9.4551 


9.5614 


9.6676 


9.7739 


9.8801 


9.9863 


10.0926 


1A 


8.9594 


9.0612 


9.1630 


9.2648 


9.3666 


9.4684 


9.5702 


9.6720 


1% 


8.5698 


8.6672 


8.7646 


8.8620 


8.9594 


9.0567 


9.1541 


9.2515 


1A 


8.1803 


8.2732 


8.3662 


8.4592 


8.5521 


8.6451 


8.7380 


8.8310 


1M 


7.7908 


7.8793 


7.9678 


8.0563 


8.1449 


8.2334 


8.3219 


8.4105 


1A 


7.4012 


7.4853 


7.5694 


7.6535 


7.7376 


7.8217 


7.9058 


7.9899 


IX 


7.0117 


7.0914 


7.1710 


7.2507 


7.3304 


7.4101 


7.4897 


7.5694 


1A 


6.6221 


6.6974 


6.7726 


6.8479 


6.9231 


6.9984 


7.0736 


7.1489 


l 


6.2326 


6.3034 


6.3743 


6.4451 


6.5159 


6.5867 


6.6576 


6.7284 


15 
16 


5.8431 


5.9095 


5.9759 


6.0423 


6.1087 


6.1751 


6.2415 


6.3079 


% 


5.4535 


5.5155 


5.5775 


5.6394 


5.7014 


5.7634 


5.8254 


5.8873 


if 


5.0640 


5.1215 


5.1791 


5.2366 


5.2942 


5.3517 


5.4093 


5.4668 


M 


4.6745 


4.7276 


4.7807 


4.8338 


4.8869 


4.9400 


4.9932 


5.0463 


ii 

16 


4.2849 


4.3336 


4.3823 


4.4310 


4.4797 


4.5284 


4.5771 


4.6258 


5 A 


3.8954 


3.9396 


3.9839 


4.0282 


4.0724 


4.1167 


4.1610 


4.2052 


T6 


3.5058 


3.5457 


3.5855 


3.6254 


3.6652 


3.7050 


3.7449 


3.7847 


y 2 


3.1163 


3.1517 


3.1871 


3.2225 


3.2580 


3.2934 


3.3288 


3.3642 


tt 


2.9215 


2.9547 


2.9879 


3.0211 


3.0543 


3.0875 


3.1207 


3.1539 


16 


2.7268 


2.7577 


2.7887 


2.8197 


2.8507 


2.8817 


2.9127 


2.9437 


u 


2.5320 


2.5608 


2.5895 


2.6183 


2.6471 


2.6759 


2.7046 


2.7334 


« 


2.3372 


2.3638 


2.3903 


2.4169 


2.4435 


2 4700 


2.4966 


2.5231 


ii 


2.1425 


2.1668 


2.1911 


2.2155 


2.2398 


2.2642 


2.2885 


2.3129 


5 
T6 


1.9477 


1.9698 


1:9920 


2.0141 


2.0362 


2.0584 


2.0805 


2.1026 


9 

32 


1.7529 


1.7728 


1.7928 


1.8127 


1.8326 


1.8525 


1.8724 


1.8924 


H 


1.6555 


1.6743 


1.6932 


1.7120 


1.7308 


1.7496 


1.7684 


1.7872 


H 


1.5582 


1.5759 


1.5936 


1.6113 


1.6290 


1.6467 


1.6644 


1.6821 


M 


1.4608 


1.4774 


1.4940 


1.5106 


1.5272 


1.5438 


1.5604 


1.5770 


A 


1.3634 


1.3789 


1.3944 


1.4099 


1.4254 


1.4408 


1.4563 


1.4718 


tt 


1.2660 


1.2804 


1.2948 


1.3092 


1.3235 


1.3379 


1.3523 


1.3667 


_3_ 
16 


1.1686 


1.1819 


1.1952 


1.2085 


1.2217 


1.2350 


1.2483 


1.2616 


tt 


1.0712 


1.0834 


1.0956 


1.1077 


1.1199 


.1.1321 


1.1443 


1.1564 


A 


.9738 


.9849 


.9960 


1.0070 


1.0181 


1.0292 


1.0402 


1.0513 


9 
64 


.8765 


.8864 


.8964 


.9063 


.9163 


.9263 


.9362 


.9462 


H 


.7791 


.7879 


.7968 


, .8056 


.8145 


.8233 


.8322 


.8410 


A 


.6817 


.6894 


.6972 


.7049 


.7127 


'. 7204 


.7282 


.7359 






For i 


nethod of 


using this 


table, see 


page 173 







181 



[=] isi E3 R I E, R H I LL 1=1 1=1 


WEIGHTS OF PLATES 




Width in Inches 


24 


24 M 


24J^ 


24H 


25 


25M 


25^ 


25M 


2 


13.5984 


13.7401 


13.8817 


14.0234 


14.1650 


14.3067 


14.4483 


14.5900 


ltf 


13.1735 


13.3107 


13.4479 


13.5851 


13.7223 


13.8596 


13.9968 


14.1340 


Hi 


12.7485 


12.8813 


13.0141 


13.1469 


13.2797 


13.4125 


13.5453 


13.6781 


1« 


12.3235 


12.4519 


12.5803 


12.7087 


12.8370 


12.9654 


13.0938 


13.2221 


1M 


11.8986 


12.0225 


12.1465 


12.2704 


12.3944 


12.5183 


12.6423 


12.7662 


lft 


11.4736 


11.5932 


11.7127 


11.8322 


11.9517 


12.0712 


12.1908 


12.3103 


l^ 


11.0487 


11.1638 


11.2789 


11.3940 


11.5091 


11.6242 


11.7392 


11.8543 


1A 


10.6237 


10.7344 


10.8451 


10.9557 


11.0664 


11.1771 


11.2877 


11.3984 


1H 


10.1988 


10.3050 


10.4113 


10.5175 


10.6238 


10.7300 


10.8362 


10.9425 


1A 


9.7738 


9.8757 


9.9775 


10.0793 


10.1811 


10.2829 


10.3847 


10.4865 


l^ 


9.3489 


9.4463 


9.5437 


9.6411 


9.7384 


9.8358 


9.9332 


10.0306 


1A 


8.9239 


9.0169 


9.1099 


9.2028 


9.2958 


9.3887 


9.4817 


9.5747 


1M 


8.4990 


8.5875 


8.6761 


8.7646 


8.8531 


8.9417 


9.0302 


9.1187 


1A 


8.0741 


8.1582 


8.2423 


8.3264 


8.4105 


8.4946 


8.5787 


8.6628 


1H 


7.6491 


7.7288 


7.8085 


7.8881 


7.9678 


8.0475 


8.1272 


8.2068 


1A 


7.2241 


7.2994 


7.3747 


7.4499 


7.5252 


7.6004 


7.6757 


7.7509 


l 


6.7992 


6.8700 


6.9409 


7.0117 


7.0825 


7.1533 


7.2242 


7.2950 


« 


6.3742 


6.4406 


6.5070 


6.5734 


6.6398 


6.7062 


6.7726 


6.8390 


fc 


5.9493 


6.0113 


6.0732 


6.1352 


6.1972 


6.2592 


6.3211 


6.3831 


tt 


5.5243 


5.5819 


5.6394 


5.6970 


5.7545 


5.8121 


5.8696 


5.9272 


« 


5.0994 


5.1525 


5.2056 


5.2588 


5.3119 


5.3650 


5.4181 


5.4712 


tt 


4.6744 


4.7231 


4.7718 


4.8205 


4.8692 


4.9179 


4.9666 


5.0153 


« 


4.2495 


4.2938 


4.3380 


4.3823 


4.4266 


4.4708 


4.5151 


4.5594 


A 


3.8245 


3.8644 


3.9042 


3.9441 


3.9839 


4.0237 


4.0636 


4.1034 


V2 


3.3996 


3.4350 


3.4704 


3.5058 


3.5413 


3.5767 


3.6121 


3.6475 


If 


3.1871 


3.2203 


3.2535 


3.2867 


3.3199 


3.3531 


3.3863 


3.4195 


A 


2.9747 


3.0056 


3.0366 


3.0676 


3.0986 


3.1296 


3.1606 


3.1916 


H 


2.7622 


2.7909 


2.8197 


2.8485 


2.8773 


2.9060 


2.9348 


2.9636 


H 


2.5497 


2.5763 


2.6028 


2.6294 


2.6559 


2.6825 


2.7091 


2.7356 


H 


2.3372 


2.3616 


2.3859 


2.4103 


2.4346 


2.4590 


2.4833 


2.5076 


A 


2.1247 


2.1469 


2.1690 


2.1911 


2.2133 


2.2354 


2.2575 


2.2797 


9 

55 


1.9123 


1 . 9322 


1.9521 


1.9720 


1.9920 


2.0119 


2.0318 


2.0517 


H 


1.8060 


1.8248 


1 . 8437 


1.8625 


1.8813 


1.9001 


1.9189 


1.9377 


X 


1.6998 


1.7175 


1.7352 


1.7529 


1.7706 


1.7883 


1.8060 


1.8237 


H 


1.5936 


1.6102 


1.6268 


1.6434 


1.6600 


1.6766 


1.6932 


1.7098 


yz 


1.4873 


1.5028 


1.5183 


1.5338 


1.5493 


1.5648 


1.5803 


1.5958 


H 


1.3811 


1.3955 


1.4099 


1.4242 


1.4386 


1.4530 


1.4674 


1.4818 


A 


1.2749 


1.2881 


1.3014 


1.3147 


1.3280 


1.3412 


1.3545 


1.3678 


tt 


1.1686 


1.1808 


1.1930 


1.2051 


1.2173 


1.2295 


1.2417 


1.2538 


A 


1 0624 


1.0.34 


1.0845 


1.0956 


1.1066 


1.1177 


1.1288 


1.1398 


9 
04 


.9561 


.9661 


.9761 


.9860 


.9960 


1.0059 


1.0159 


1.0259 


K 


.8499 


.8588 


.8676 


.8765 


.8853 


.8942 


.9030 


.9119 


A 


.7437 


.7514 


.7592 


.7669 


.7746 


.7824 


.7901 


.7979 






For n 


lethod of 


jsing this 


table, see i 


>age 173 







182 



s s B R I El R 



HILL 



1=1 1=1 







WEIGHTS OF PLATES 






11 


Width in Inches 


26 


26J4 


26^ 


26% 


27 


27 H 


27^ 


27M 


2 


14.7316 


14.8733 


15.0149 


15.1566 


15.2982 


15.4399 


15.5815 


15.7232 


ltt 


14.2712 


14.4085 


14.5457 


14.6829 


14.8201 


14.9574 


15.0946 


15.2318 


l 7 A 


13.8109 


13.9437 


14.0765 


14.2093 


14.3421 


14.4749 


14.6077 


14.7405 


lit 


13.3505 


13.4789 


13.6073 


13.7356 


13.8640 


13.9924 


14.1207 


14.2491 


1M 


12.8902 


13.0141 


13.1380 


13.2620 


13.3859 


13.5099 


13.6338 


13.7578 


1H 


12.4298 


12.5493 


12.6688 


12.7883 


12.9079 


13.0274 


13.1469 


13.2664 


1% 


11.9694 


12.0845 


12.1996 


12.3147 


12.4298 


12.5449 


12.6600 


12.7751 


1A 


11.5091 


11.6197 


11.7304 


11.8411 


11.9517 


12.0624 


12.1730 


12.2837 


IK 


11.0487 


11.1549 


11.2612 


11.3674 


11.4737 


11.5799 


11.6861 


11.7924 


1A 


10.5883 


10.6901 


10.7920 


10.8938 


10.9956 


11.0974 


11.1992 


11.3010 


1% 


10.1280 


10.2254 


10.3227 


10.4201 


10.5175 


10.6149 


10.7123 


10.8097 


1A 


9.6676 


9.7606 


9.8535 


9.9465 


10.0394 


10.1324 


10.2254 


10.3183 


1M 


9.2073 


9.2958 


9.3843 


9.4728 


9.5614 


9.6499 


9.7384 


9.8270 


1A 


8.7469 


8.8310 


8.9151 


8.9992 


9.0833 


9.1674 


9.2515 


9.3356 


IK 


8.2865 


8.3662 


8.4459 


8.5256 


8.6052 


8.6849 


8.7646 


8.8443 


1A 


7.8262 


7.9014 


7.9767 


8.0519 


8.1272 


8.2024 


8.2777 


8.3529 


l 


7.3658 


7.4366 


7.5075 


7.5783 


7.6491 


7.7199 


7.7908 


7.8616 


H 


6.9054 


6.9718 


7.0382 


7.1046 


7.1710 


7.2374 


7.3038 


7.3702 


% 


6.4451 


6.5070 


6.5690 


6.6310 


6.6930 


6.7549 


6.8169 


6.8789 


if 


5.9847 


6.0423 


6.0998 


6.1573 


6.2149 


6.2724 


6.3300 


6.3875 


M 


5.5244 


5.5775 


5.6306 


5.6837 


5.7368 


5.7899 


5.8431 


5.8962 


tt 


5.0640 


5.1127 


5.1614 


5.2101 


5.2588 


5.3074 


5.3561 


5.4048 


Vs 


4.6036 


4.6479 


4.6922 


4.7364 


4.7807 


4.8250 


4.8692 


4.9135 


A 


4.1433 


4.1831 


4.2229 


4.2628 


4.3026 


4.3425 


4.3823 


4.4221 


H 


3.6829 


3.7183 


3.7537 


3.7891 


3.8246 


3.8600 


3.8954 


3.9308 


15. 

32 


3.4527 


3.4859 


3.5191 


3.5523 


3.5855 


3.6187 


3.6519 


3.6851 


A 


3.2225 


3.2535 


3.2845 


3.3155 


3.3465 


3.3775 


3.4085 


3.4394 


H 


2.9924 


3.0211 


3.0499 


3.0787 


3.1074 


3.1362 


3.1650 


3.1938 


!Hs 


2.7622 


2.7887 


2.8153 


2.8419 


2.8684 


2.8950 


2.9215 


2.9481 


H 


2.5320 


2.5563 


2.5807 


2.6050 


2.6294 


2.6537 


2.6781 


2.7024 


A 


2.3018 


2.3239 


2.3461 


2.3682 


2.3903 


2.4125 


2.4346 


2.4567 


A 


2.0716 


2.0916 


2.1115 


2.1314 


2.1513 


2.1712 


2.1911 


2.2111 


17 
64 


1.9565 


1.9754 


1.9942 


2.0130 


2.0318 


2.0506 


2.0694 


2.0882 


M 


1.8415 


1.8592 


1.8769 


1.8946 


1.9123 


1.9300 


1.9477 


1.9654 


tt 


1.7264 


1.7430 


1.7596 


1.7762 


1.7928 


1.8094 


1.8260 


1.8426 


A 


1.6113 


1.6268 


1.6423 


1.6577 


1.6732 


1.6887 


1.7042 


1.7197 


H 


1.4962 


1.5106 


1.5250 


1.5393 


1.5537 


1.5681 


1.5825 


1.5969 


A 


1.3811 


1.3944 


1.4076 


1.4209 


1.4342 


1.4475 


1.4608 


1.4740 


tt 


1.2660 


1.2782 


1.2903 


1.3025 


1.3147 


1.3269 


1.3390 


1.3512 


A 


1.1509 


1.1620 


1.1730 


1.1841 


1.1952 


1.2062 


1.2173 


1.2284 


A 


1.0358 


1.0458 


1.0557 


1.0657 


1.0757 


1.0856 


1.0956 


1.1055 


H 


.9207 


.9296 


.9384 


.9473 


.9561 


.9650 


.9738 


.9827 


A 


.8056 


.8134 


.8211 


.8289 


.8366 


.8444 


.8521 


.8599 



For method of using this table, see page 173 



183 



[=3 s B R I E, R 



H I L L_ ss 



WEIGHTS OF PLATES 



A. 








Width in Inches 








28 


28M 


28^ 


28M 


29 


29M 


29^ 


29M 


2 


15.8648 


16.0065 


16.1481 


16.2898 


16.4314 


16.5731 


16.7147 


16.8564 


lit 


15.3690 


15.5062 


15.6435 


15.7807 


15.9179 


16.0551 


16.1924 


16.3296 


1% 


14.8732 15.0060 


15.1388 


15.2716 


15.4044 


15.5372 


15.6700 


15.8028 


1"« 


14.3775 


14.5058 


14.6342 


14.7626 


14.8910 


15.0193 


15.1477 


15.2761 


1M 


13.8817 


14.0056 


14.1296 


14.2535 


14.3775 


14.5014 


14.6254 


14.7493 


ltt 


13.3859 


13.5054 


13.6250 


13.7445 


13.8640 


13.9835 


14.1030 


14.2225 


1% 


12.8901 


13.0052 


13.1203 


13.2354 


13.3505 


13.4656 


13.5807 


13.6958 


1A 


12.3944 


12.5050 


12.6157 


12.7264 


12.8370 


12.9477 


13.0584 


13.1690 


1« 


11.8986 


12.0048 


12.1111 


12.2173 


12.3236 


12.4298 


12.5360 


12.6423 


1A 


11.4028 


11.5046 


11.6064 


11.7083 


11.8101 


11.9119 


12.0137 


12.1155 


1H 


10.9070 


11.0044 


11.1018 


11.1992 


11.2966 


11.3940 11.4914 


11.5887 


1A 


10.4113 


10.5042 


10.5972 


10.6901 


10.7831 


10.8761 


10.9690 


11.0620 


1M 


9.9155 


10.0040 


10.0926 


10.1811 


10.2696 


10.3582 


10.4467 


10.5352 


1A 


9.4197 


9.5038 


9.5879 


9.6720 


9.7561 


9.8402 


9.9244 


10.0085 


1H 


8.9239 


9.0036 


9.0833 


9.1630 


9.2427 


9.3223 


9.4020 


9.4817 


1A 


8.4282 


8.5034 


8.5787 


8.6539 


8.7292 


8.8044 


8.8797 


8.9549 


l 


7.9324 


8.0032 


8.0741 


8.1449 


8.2157 


8.2865 


8.3574 


8.4282 


tt 


7.4366 


7.5030 


7.5694 


7.6358 


7.7022 


7.7686 


7.8350 


7.9014 


% 


6.9408 


7.0028 


7.0648 


7.1268 


7.1887 


7.2507 


7.3127 


7.3747 


if 


6.4451 


6.5026 


6.5602 


6.6177 


6.6753 


6.7328 


6.7903 


6.8479 


K 


5.9493 


6.0024 


6.0555 


6.1087 


6.1618 


6.2149 


6.2680 


6.3211 


tt 


5.4535 


5.5022 


5.5509 


5.5996 


5.6483 


5.6970 


5.7457 


5.7944 


« 


4.9577 


5.0020 


5.0463 


5.0905 


5.1348 


5.1791 


5.2233 


5.2676 


A 


4.4620 


4.5018 


4.5417 


4.5815 


4.6213 


4.6612 


4.7010 


4.7408 


H 


3.9662 


4.0016 


4.0370 


4.0724 


4.1079 


4.1433 


4.1787 


4.2141 


H 


3.7183 


3.7515 


3.7847 


3.8179 


3.8511 


3.8843 


3.9175 


3.9507 


Te- 


3.4704 


3.5014 


3.5324 


3.5634 


3.5944 


3.6254 


3.6563 


3.6873 


ll 


3.2225 


3.2513 


3.2801 


3.3089 


3.3376 


3.3664 


3.3952 


3.4239 


N 


2 9746 


3.0012 


3.0278 


3.0543 


3.0809 


3.1074 


3.1340 


3.1606 


tt 


2.7268 


2.7511 


2.7755 


2.7998 


2.8241 


2.8485 


2.8728 


2.8972 


6 
IT 


2.4789 


2.5010 


2.5231 


2.5453 


2.5674 


2.5895 


2.6117 


2.6338 


A 


2 2310 


2.2509 


2.2708 


2.2907 


2.3107 


2.3306 


2.3505 


2.3704 


64 


2.1070 


2.1259 


2.1447 


2.1635 


2.1823 


2.2011 


2.2199 


2.2387 


M 


1.9831 


2.0008 


2.0185 


2.0362 


2.0539 


2.0716 


2.0893 


2.1070 


If 


1.8592 


1.8758 


1.8924 


1.9090 


1.9256 


1.9422 


1.9588 


1.9754 


A 


1.7352 


1.7507 


1.7662 


1.7817 


1.7972 


1.8127 


1.8282 


1.8437 


if 


1.6113 


1.6257 


1.6400 


1.6544 


1.6688 


1.6832 


1.6976 


1.7120 


A 


1 4873 


1.5006 


1.5139 


1.5272 


1.5404 


1.5537 


1.5670 


1.5803 


ii 


1 3634 


1.3756 


1.3877 


1.3999 


1.4121 


1.4242 


1.4364 


1.4486 


A 


1.2394 


1.2505 


1.2616 


1.2726 


1.2837 


1.2948 


1.3058 


1.3169 


A 


1.1155 


1.1255 


1.1354 


1.1454 


1.1553 


1.1653 


1.1753 


1.1852 


H 


.9915 


1.0004 


1.0093 


1.0181 


1.0270 


1.0358 


1.0447 


1.0535 


A 


.8676 


.8754 


.8831 


.8908 


8986 


.9063 


.9141 j 


.9218 



For method of using this table, see page 173 



184 



[=J 


i=i B R 


IER 


H 


I L^ L i=i i=i 


WEIGHTS OF PLATES 


O XIX 

as 


Width in Inches 


30 


30M 


30^ 


30M 


31 


31M 


31^ 


31M 


2 


16.9980 


17.1397 


17.2813 


17.4230 


17.5646 


17.7063 


17 .'8479 


17.9896 


lit 


16.4668 


16.6040 


16.7413 


16.8785 


17.0157 


17.1529 


17.2902 


17.4274 


1 7 A 


15.9356 


16.0684 


16.2012 


16.3340 


16.4668 


16.5996 


16.7324 


16.8652 


1H 


15.4044 


15.5328 


15.6612 


15.7895 


15.9179 


16.0463 


16.1747 


16.3030 


1M 


14.8733 


14.9972 


15.1211 


15.2451 


15.3690 


15.4930 


15.6169 


15.7409 


ltt 


14.3421 


14.4616 


14.5811 


14.7006 


14.8201 


14.9396 


15.0592 


15.1787 


1H 


13.8109 


13.9260 


14.0411 


14.1561 


14.2712 


14.3863 


14.5014 


14.6165 


1 9 

-Lis 


13.2797 


13.3904 


13.5010 


13.6117 


13.7223 


13.8330 


13.9437 


14.0543 


1*£ 


12.7485 


12.8547 


12.9610 


13.0672 


13.1735 


13.2797 


13.3859 


13.4922 


]_ J. 


12.2173 


12.3191 


12.4209 


12.5227 


12.6246 


12.7264 


12.8282 


12.9300 


1M 


11.6861 


11.7835 


11.8809 


11.9783 


12.0757 


12.1730 


12.2704 


12.3678 


1A 


11.1549 


11.2479 


11.3409 


11.4338 


11.5268 


11.6197 


11.7127 


11.8056 


1M 


10.6238 


10.7123 


10.8008 


10.8893 


10.9779 


11.0664 


11.1549 


11.2435 


1A 


10.0926 


10.1767 


10.2608 


10.3449 


10.4290 


10.5131 


10.5972 


10.6813 


1H 


9.5614 


9.6411 


9.7207 


9.8004 


9.8801 


9.9598 


10.0394 


10.1191 


i A 


9.0302 


9.1054 


9.1807 


9.2559 


9.3312 


9.4064 


9.4817 


9.5569 




8.4990 


8 5698 


8.6407 


8.7115 


8.7823 


8.8531 


8.9240 


8.9948 


15 
16 


7.9678 


8.0342 


8.1006 


8.1670 


8.2334 


8.2998 


8.3662 


8.4326 


Vs 


7.4366 


7.4986 


7.5606 


7.6225 


7.6845 


7.7465 


7.8085 


7.8704 


a 


6.9054 


6.9630 


7.0205 


7.0781 


7.1356 


7.1932 


7.2507 


7.3083 


% 


6.3743 


6.4274 


6.4805 


6.5336 


6.5867 


6.6398 


6.6930 


6.7461 


h 


5.8431 


5.8918 


5.9404 


5.9891 


6.0378 


6.0865 


6.1352 


6.1839 


^ 


5.3119 


5.3561 


5.4004 


5.4447 


5.4889 


5.5332 


5.5775 


5.6217 


9 

re 


4.7807 


4.8205 


4.8604 


4.9002 


4.9400 


4.9799 


5.0197 


5.0596 


H 


4.2495 


4.2849 


4.3203 


4.3557 


4.3912 


4.4266 


4.4620 


4.4974 


15. 

32 


3.9839 


4.0171 


4.0503 


4.0835 


4.1167 


4.1499 


4.1831 


4.2163 


A 


3.7183 


3.7493 


3.7803 


3.8113 


3.8423 


3.8732 


3.9042 


3.9352 


13 
32 


3.4527 


3.4815 


3.5103 


3.5390 


3.5678 


3.5966 


3.6254 


3.6541 


M 


3.1871 


3.2137 


3.2402 


3.2668 


3.2934 


3.3199 


3.3465 


3.3730 


ii 

32 


2.9215 


2.9459 


2.9702 


2.9946 


3.0189 


3.0433 


3.0676 


3.0920 


A 


2.6559 


2.6781 


2.7002 


2.7223 


2.7445 


2.7666 


2.7887 


2.8109 


A 


2.3903 


2.4103 


2.4302 


2.4501 


2.4700 


2.4899 


2.5099 


2.5298 


12 
64 


2.2575 


2.2764 


2.2952 


2.3140 


2.3328 


2.3516 


2.3704 


2.3892 


M 


2.1248 


2.1425 


2.1602 


2.1779 


2.1956 


2.2133 


2.2310 


2.2487 


if 


1.9920 


2.0086 


2.0252 


2.0418 


2.0584 


2.0750 


2.0916 


2.1082 


A 


1.8592 


1.8746 


1.8901 


,1.9056 


1.9211 


1.9366 


1.9521 


1.9676 


ti 


1.7264 


1.7407 


1.7551 


1.7695 


1.7839 


1.7983 


1.8127 


1.8271 


A 


1.5936 


1.6068 


1.6201 


1.6334 


1.6467 


1.6600 


1.6732 


1.6865 


ii 


1.4608 


1.4729 


1.4851 


1.4973 


1.5095 


1.5216 


1.5338 


1.5460 


A 


1.3280 


1.3390 


1.3501 


1.3612 


1.3722 


1.3833 


1.3944 


1.4054 


A 


1.1952 


1.2051 


1.2151 


1.2251 


1.2350 


1.2450 


1.2549 


1.2649 


H 


1.0624 


1.0712 


1.0801 


1.0889 


1.0978 


1.1066 


1.1155 


1.1243 


A 


.9296 


.9373 


.9451 


.9528 


.9606 


.9683 


.9761 


.9838 






For i 


nethod of using this 


table, see 


page 173 







185 



IB R I El R 



HILL 



WEIGHTS OF PLATES 



Width in Inches 



P c 


32 


32 M 


32H 


32M 


33 


33 M 


33^ 


33M 


2 


18.1312 


18.2729 


18.4145 


18.5562 


18.6978 


18.8395 


18.9811 


19.1228 


1M 


17.5646 


17.7018 


17.8390 


17.9763 


18.1135 


18.2507 


18.3879 


18.5252 


IK 


16.9980 


17.1308 


17.2636 


17.3964 


17.5292 


17.6620 


17.7948 


17.9276 


113 
1 16 


16.4314 


16.5598 


16.6881 


16.8165 


16.9449 


17.0733 


17.2016 


17.3300 


1M 


15.8648 


15.9887 


16.1127 


16.2366 


16.3606 


16.4845 


16.6085 


16.7324 


1H 


15.2982 


15.4177 


15.5372 


15.6568 


15.7763 


15.8958 


16.0153 


16.1348 


l« 


14.7316 


14.8467 


14.9618 


15.0769 


15.1920 


15.3071 


15.4221 


15.5372 


1A 


14.1650 


14.2757 


14.3863 


14.4970 


14.6077 


14.7183 


14.8290 


14.9396 


1H 


13.5984 


13.7046 


13.8109 


13.9171 


14.0234 


14.1296 


14.2358 


14.3421 


1A 


13.0318 


13.1336 


13.2354 


13.3372 


13.4390 


13.5409 


13.6427 


13.7445 


IK 


12.4652 


12.5626 


12.6600 


12.7574 


12.8547 


12.9521 


13.0495 


13.1469 


1A 


| 11.8986 


11.9916 


12.0845 


12.1775 


12.2704 


12.3634 


12.4563 


12.5493 


1M 


11.3320 


11.4205 


11.5091 


11.5976 


11.6861 


11.7747 


11.8632 


11.9517 


1A 


10.7654 


10.8495 


10.9336 


11.0177 


11.1018 


11.1859 


11.2700 


11.3541 


IK 


10.1988 


10.2785 


10.3582 


10.4378 


10.5175 


10.5972 


10.6769 


10.7565 


1& 


9.6322 


9.7075 


9.7827 


9.8580 


9.9332 


10.0085 


10.0837 


10.1590 


l 


9.0656 


9.1364 


9.2073 


9.2781 


9.3489 


9.4197 


9.4906 


9.5614 


tt 


8.4990 


8.5654 


8.6318 


8.6982 


8.7646 


8.8310 


8.8974 


8.9638 


K 


7.9324 


7.9944 


8.0563 


8.1183 


8.1803 


8.2423 


8.3042 


8.3662 


H 


7.3658 


7.4233 


7.4809 


7.5384 


7.5960 


7.6535 


7.7111 


7.7686 


H 


6.7992 


6.8523 


6.9054 


6.9586 


7.0117 


7.0648 


7.1179 


7.1710 


T6 


6.2326 


6.2813 


6.3300 


6.3787 


6.4274 


6.4761 


6.5248 


6.5734 


SHj 


5.6660 


5.7103 


5.7545 


5.7988 


5.8431 


5.8873 


5.9316 


5.9759 


A 


5.0994 


5.1392 


5.1791 


5.2189 


5.2588 


5.2986 


5.3384 


5.3783 


K 


4.5328 


4.5682 


4.6036 


4.6390 


4.6745 


4.7099 


4.7453 


4.7807 


M 


4.2495 


4.2827 


4.3159 


4.3491 


4.3823 


4.4155 


4.4487 


4.4819 


T6 


3.9662 


3.9972 


4.0282 


4.0592 


4.0901 


4.1211 


4.1521 


4.1831 


H 


3.6829 


3.7117 


3.7404 


3.7692 


3.7980 


3.8268 


3.8555 


3.8843 


% 


3.3996 


3.4262 


3.4527 


3.4793 


3.5058 


3.5324 


3.5590 


3.5855 


tt 


3.1163 


3.1406 


3.1650 


3.1893 


3.2137 


3.2380 


3.2624 


3.2867 


A 


2.8330 


2.8551 


2.8773 


2.8994 


2.9215 


2.9437 


2.9658 


2.9879 


A 


2.5497 


2.5696 


2.5895 


2.6095 


2.6294 


2.6493 


2.6692 


2.6891 


61 


2.4080 


2.4269 


2.4457 


2.4645 


2.4833 


2.5021 


2.5209 


2.5397 


J4 


2.2664 


2.2841 


2.3018 


2.3195 


2.3372 


2.3549 


2.3726 


2.3903 


tt 


| 2.1248 


2.1413 


2.1579 


2.1745 


2.1911 


2.2077 


2.2243 


2.2409 


-fc 


1.9831 


1.9986 


2.0141 


2.0296 


2.0451 


2.0606 


2.0761 


2.0916 


H 


1.8415 


1.8558 


1.8702 


1.8846 


1.8990 


1.9134 


1.9278 


1.9422 


_3_ 

16 


1.6998 


1.7131 


1.7264 


1.7396 


1.7529 


1.7662 


1.7795 


1.7928 


u 


1.5582 


1.5703 


1.5825 


1.5947 


1.6068 


1.6190 


1.6312 


1.6434 


5 


1.4165 


1.4276 


1.4386 


1.4497 


1.4608 


1.4718 


1.4829 


1.4940 


A 


1.2748 


1.2848 


1.2948 


1.3047 


1.3147 


1.3246 


1.3346 


1.3446 


H 


1.1332 


1.1421 


1.1509 


1.1598 


1.1686 


1.1775 


1.1863 


1.1952 


A 


.9915 


.9993 


1.0070 


1.0148 


1.0225 


1.0303 


1.0380 


1.0458 



For method of using this table, see page 173 



186 



[=J 


s B R 


I E, 


R 


H 


I L^ L i=i s 


WEIGHTS OF PLATES 




Width in Inches 


34 


34M 


34^ 


34 H 


35 


35Ji 


35^ 


35M 


2 


19.2644 


19.4061 


19.5477 


19.6894 


19.8310 


19.9727 


20.1143 


20.2560 


lit 


18.6624 


18.7996 


18.9368 


19.0741 


19.2113 


19.3485 


19.4857 


19.6230 


IVs 


18.0604 


18.1932 


18.3260 


18.4588 


18.5916 


18.7244 


18.8572 


18.9900 


Hi 


17.4584 


17.5867 


17.7151 


17.8435 


17.9718 


18.1002 


18.2286 


18.3570 


1M 


16.8564 


16.9803 


17.1042 


17.2282 


17.3521 


17.4761 


17.6000 


17.7240 


1H 


16.2543 


16.3739 


16.4934 


16.6129 


16.7324 


16.8519 


16.9714 


17.0910 


lVs 


15.6523 


15.7674 


15.8825 


15.9976 


16.1127 


16.2278 


16.3429 


16.4580 


1A 


15.0503 


15.1610 15.2716 


15.3823 


15.4930 


15.6036 


15.7143 


15.8250 


l^ 


14.4483 


14.5545 


14.6608 


14.7670 


14.8733 


14.9795 


15.0857 


15.1920 


1* 


13.8463 


13.9481 


14.0499 


14.1517 


14.2535 


14.3553 


14.4572 


14.5590 


1^ 


13.2443 


13.3417 


13.4390 


13.5364 


13.6338 


13.7312 


13.8286 


13.9260 


liV 


12.6423 


12.7352 


12.8282 


12.9211 


13.0141 


13.1071 


13.2000 


13.2930 


1M 


12.0403 


12.1288 


12.2173 


12.3058 


12.3944 


12.4829 


12.5714 


12.6600 


1A 


11.4382 


11.5223 


11.6064 


11.6906 


11.7747 


11.8588 


11.9429 


12.0270 


IVs 


10.8362 


10.9159 


10.9956 


11.0753 


11.1549 


11.2346 


11.3143 


11.3940 


i^ 


10.2342 


10.3095 


10.3847 


10.4600 


10.5352 


10.6105 


10.6857 


10.7610 


l 


9.6322 


9.7030 


9.7739 


9.8447 


9.9155 


9.9863 


10.0572 


10.1280 


*f 


9.0302 


9.0966 


9.1630 


9.2294 


9.2958 


9.3622 


9.4286 


9.4950 


K 


8.4282 


8.4901 


8.5521 


8.6141 


8.6761 


8.7380 


8.8000 


8.8620 


M 


7.8262 


7.8837 


7.9413 


7.9988 


8.0563 


8.1139 


8.1714 


8.2290 


M 


7.2242 


7.2773 


7.3304 


7.3835 


7.4366 


7.4897 


7.5429 


7.5960 


H 


6.6221 


6.6708 


6.7195 


6.7682 


6.8169 


6.8656 


6.9143 


6.9630 


^ 


6.0201 


6.0644 


6.1087 


6.1529 


6.1972 


6.2415 


6.2857 


6.3300 


i% 


5.4181 


5.4580 


5.4978 


5.5376 


5.5775 


5.6173 


5.6571 


5.6970 


y 2 


4.8161 


4.8515 


4.8869 


4.9223 


4.9578 


4.9932 


5.0286 


5.0640 


M 


4.5151 


4.5483 


4.5815 


4.6147 


4.6479 


4.6811 


4.7143 


4.7475 


a 


4.2141 


4.2451 


4.2761 


4.3070 


4.3380 


4.3690 


4.4000 


4.4310 


M 


3.9131 


3.9419 


3.9706 


3.9994 


4.0282 


4.0569 


4.0857 


4:1145 


^ 


3.6121 


3.6386 


3.6652 


3.6918 


3.7183 


3.7449 


3.7714 


3.7980 


H 


3.3111 


3.3354 


3.3598 


3.3841 


3.4085 


3.4328 


3.4571 


3.4815 


1G 


3.0101 


3.0322 


3.0543 


3.0765 


3.0986 


3.1207 


3.1429 


3.1650 


& 


2.7091 


2.7290 


2.7489 


2.7688 


2.7887 


2.8087 


2.8286 


2.8485 


- 11 


2.5586 


2.5774 


2.5962 


2.6150 


2.6338 


2.6526 


2.6714 


2.6902 


k 


2.4081 


2.4258 


2.4435 


2.4612 


2.4789 


2.4966 


2.5143 


2.5320 


15 
61 


2.2575 


2.2741 


2.2907 


2.3073 


2.3239 


2.3405 


2.3571 


2.3737 


A 


2.1070 


2.1225 


2.1380 


2.1535 


2.1690 


2.1845 


2.2000 


2.2155 


H 


1.9565 


1.9709 


1.9853 


1.9997 


2.0141 


2.0285 


2.0429 


2.0572 


A 


1.8060 


1.8193 


1.8326 


1.8459 


1.8592 


1.8724 


1.8857 


1 . 8990 


£i 


1.6555 


1.6677 


1.6799 


1.6921 


1.7042 


1.7164 


1.7286 


1.7407 J 


A 


1.5050 


1.5161 


1.5272 


1.5382 


1.5493 


1.5604 


1.5714 


1.5825 


A 


1.3545 


1.3645 


1.3744 


1.3844 


1.3944 


1.4043 


1.4143 


1.4242 


H 


1.2040 


1.2129 


1.2217 


1.2306 


1.2394 


1.2483 


1.2571 


1.2660 


A 


1.0535 


1.0613 


1.0690 


1.0768 


1.0845 


1.0923 


1.1000 


1.1077 






For n 


lethod of \ 


ising this 1 


.able, see i 


age 173 







187 



as B R I E, R HILL.isia. 


WEIGHTS OF PLATES 


Jim 
If 


Width in Inches 


36 


36M 


36K 


36M ! 37 


37M 


37K I 


37M 


2- 


20.3976 


20.5393 


20.6809 


20.8226 ! 20.9642 


21.1059 


21.2475 


21.3892 


Iff 


19.7602 


19.8974 


20.0346 


20.1718 20.3091 


20.4463 


20.5835 


20.7207 j 


IK 


19.1227 


19.2555 


19.3883 


19.5211 19.6539 


19.7867 


19.9195 


20.0523 


1H 


18.4853 


18.6137 


18.7421 


18.8704 18.9988 


19.1272 


19.2555 


19.3839 


1M 


17.8479 


17.9718 


18.0958 


18.2197 18.3437 


18.4676 


18.5916 


18.7155 j 


l'tt 


17.2105 


17.3300 


17.4495 


17.5690 17.6885 


17.8081 


17.9276 


18.0471 


IK 


16.5730 


16.6881 


16.8032 


16.9183 17.0334 


17.1485 


17.2636 


17.3787 


1& 


15.9356 


16.0463 


16.1570 


16.2676 16.3783 


16.4889 


16.5996 


16.7103 


IK 


15.2982 


15.4044 


15.5107 


15.6169 15.7232 


15.8294 


15.9356 


16.0419 


1A 


14.6608 


14.7626 


14.8644 


14.9662 15.0680 


15.1698 


15.2716 


15.3735 


l-H 


14.0233 


14.1207 


14.2181 


14.3155 14.4129 


14.5103 


14.6077 


14.7050 


l* 


13.3859 


13.4789 


13.5718 


13.6648 13.7578 


13.8507 


13.9437 


14.0366 


1M 


12.7485 


12.8370 


12.9256 


13.0141 13.1026 


13.1912 


13.2797 


13.3682 


l* 


12.1111 


12.1952 


12.2793 


12.3634 


12.4475 


12.5316 


12.6157 


12.6998 


IK 


11.4736 


11.5533 


11.6330 


11.7127 


11.7924 


11.8720 


11.9517 


12.0314 


1A 


10.8362 


10.9115 


10.9867 


11.0620 


11.1372 


11.2125 


11.2877 


11.3630 


l 


10.1988 


10.2696 


10.3405 


10.4113 


10.4821 


10.5529 | 10.6238 


10.6946 


ft 


9.5614 


9.6278 


9.6942 


9.7606 


9.8270 


9.8934 


9.9598 


10.0262 


K 


8.9239 


8.9859 


9.0479 


9.1099 


9.1718 


9.2338 


9.2958 


9.3578 


** 


8.2865 


8.3441 


8.4016 


8.4592 


8.5167 


8.5743 


8.6318 


8.6893 


M 


7.6491 


7.7022 


7.7553 


7.8085 7.8616 


7.9147 


7.9678 


8.0209 


16 


7.0117 


7.0604 


7.1091 


7.1578 7.2064 


7.2551 


7.3038 


7.3525 


K 


6.3742 


6.4185 


6.4628 


6.5070 6.5513 


6.5956 


6.6398 


6.6841 


A 


5.7368 


5.7767 


5.8165 


5.8563 5.8962 


5.9360 


5.9759 


6.0157 


K 


5.0994 


5.1348 


5.1702 


5.2056 5.2411 


5.2765 


5.3119 


5.3473 j 


15. 
32 


4.7807 


4.8139 


4.8471 


4.8803 4.9135 


4.9467 


4.9799 


5.0131 


ra- 


4.4620 


4.4930 


4.5239 


4.5549 4.5859 


4.6169 


4.6479 


4.6789 


it 


4.1433 


4.1720 


4.2008 


4.2296 4.2584 


4.2871 


4.3159 


4.3447 \ 


N 


3.8245 


■3.8511 


3.8777 


3.9042 3.9308 


3.9573 


3.9839 


4.0105 


H 


3.5058 


3.5302 


3.5545 


3.5789 3.6032 


3 6276 


3.6519 


3.6763 


A 


3.1871 


3.2093 


3.2314 


3.2535 


3.2757 


3.2978 


3.3199 


3.3421 


3~2 


2.8684 


2.8883 


2.9083 


2.9282 


2.9481 


2.9680 


2.9879 


3.0078 


64 


2.7091 


2.7279 


2.7467 


2.7655 


2.7843 


2.8031 


2.8219 


2.8407 


M 


2.5497 


2.5674 


2.5851 


2.6028 


2.6205 


2.6382 


2.6559 


2.6736 


15 
64 


2.3903 


2.4069 


2.4235 


2.4401 


2.4567 


2.4733 


2.4899 


2.5065 


ft 


2.2310 


2.2465 


2.2620 


2.2775 


2.2930 


2.3085 


2.3239 


2.3394 


u 


2.0716 


2.0860 


2.1004 


2.1148 2.1292 


2.1436 


2.1579 


2.1723 


3 
16 


1.9123 


1.9256 


1.9388 


1.9521 1.9654 


1.9787 


1.9920 


2.0052 


11 
64 


1.7529 


1.7651 


1.7773 


1.7894 1.8016 


1.8138 


1.8260 


1.8381 


A 


1.5936 


1.6046 


1.6157 


1.6268 


1.6378 


1.6489 


1.6600 


1.6710 


A 


1.4342 


1.4442 


1.4541 


1.4641 


1.4740 


1.4840 


1.4940 


1.5039 


K 


1.2748 


1.2837 


1.2926 


1.3014 1.3103 


1.3191 


1.3280 


1.3368 


<k 


1.1155 


1.1232 


1.1310 


1.1387 1.1465 


1.1542 


1.1620 


1.1697 






For n 


lethod of t 


sing this table, see p 


age 173 







188 



[SJ 


s B R 


I E, 


R 


H I L^ l_> (si m 






WEIGHTS OF 


PLATES 






Jim 
H 


Width in Inches 


38 


38^ 


38^ 


38M 


39 


39Ji 


39^ 


39M 
22.5224 


2 


21.5308 


21.6725 


21.8141 


21.9558 


22.0974 


22.2391 


22.3807 


lft 


20.8580 


20.9952 


21.1324 


21.2696 


21.4069 


21.5441 


21.6813 


21.8185 


1% 


20.1851 


20.3179 


20.4507 


20.5835 


20.7163 


20.8491 


20.9819 


21.1147 


lit 


19.5123 


19.6407 


19.7690 


19.8974 


20.0258 


20.1541 


20.2825 


20.4109 


1M 


18.8395 


18.9634 


19.0873 


19.2113 


19.3352 


19.4592 


19.5831 


19.7071 


1ft 


18.1666 


18.2861 


18.4056 


18.5252 


18.6447 


18.7642 


18.8837 


19.0032 


l^ 


17.4938 


17.6089 


17.7240 


17.8390 


17.9541 


18.0692 


18.1843 


18.2994 


1A 


16.8209 


16.9316 


17.0423 


17.1529 


17.2636 


17.3743 


17.4849 


17.5956 


1J4 


16.1481 


16.2543 


16.3606 


16.4668 


16.5731 


16.6793 


16.7855 


16.8918 


1A 


15.4753 


15.5771 


15.6789 


15.7807 


15.8825 


15.9843 


16.0861 


16.1879 


l^ 


14.8024 


14.8998 


14.9972 


15.0946 


15.1920 


15.2893 


15.3867 


15.4841 


1A 


14.1296 


14.2225 


14.3155 


14.4085 


14.5014 


14.5944 


14.6873 


14.7803 


1M 


13.4568 


13.5453 


13.6338 


13.7223 


13.8109 


13.8994 


13.9879 


14.0765 


l'A 


12.7839 


12.8680 


12.9521 


13.0362 


13.1203 


13.2044 


13.2885 


13.3726 


IK 


12.1111 


12.1908 


12.2704 


12.3501 


12.4298 


12.5095 


12.5891 


12.6688 


1A 


11.4382 


11.5135 


11.5887 


11.6640 


11.7392 


11.8145 


11.8897 


11.9650 


i 


10.7654 


10.8362 


10.9071 


10.9779 


11.0487 


11.1195 


11.1904 


11.2612 


if 


10.0926 


10.1590 


10.2254 


10.2918 


10.3582 


10.4246 


10.4910 


10.5574 


% 


9.4197 


9.4817 


9.5437 


9.6056 


9.6676 


9.7296 


9.7916 


9.8535 


13 

16 


8.7469 


8.8044 


8.8620 


8.9195 


8.9771 


9.0346 


9.0922 


9.1497 


5* 


8.0741 


8.1272 


8.1803 


8.2334 


8.2865 


8.3396 


8.3928 


8.4459 


ft 


7.4012 


7.4499 


7.4986 


7.5473 


7.5960 


7.6447 


7.6934 


7.7421 


N 


6.7284 


6.7726 


6.8169 


6.8612 


6.9054 


6.9497 


6.9940 


7.0382 


A 


6.0555 


6.0954 


6.1352 


6.1751 


6.2149 


6.2547 


6.2946 


6.3344 


K 


5.3827 


5.4181 


5.4535 


5.4889 


5.5244 


5.5598 


5.5952 


5.6306 


ft 


5.0463 


5.0795 


5.1127 


5.1459 


5.1791 


5.2123 


5.2455 


5.2787 


A 


4.7099 


4.7408 


4.7718 


4.8028 


4.8338 


4.8648 


4.8958 


4.9268 


ft 


4.3734 


4.4022 


4.4310 


4.4598 


4.4885 


4.5173 


4.5461 


4.5749 


% 


4.0370 


4.0636 


4.0901 


4.1167 


4.1433 


4.1698 


4.1964 


4.2229 


ft 


3.7006 


3.7250 


3.7493 


3.7736 


3.7980 


,3.8223 


3.8467 


3.8710 


A 


3.3642 


3.3863 


3.4085 


3.4306 


3.4527 


3.4749 


3.4970 


3.5191 


A 


3.0278 


3.0477 


3.0676 


3.0875 


3.1074 


3.1274 


3.1473 


3.1672 


61 


2.8596 


2.8784 


2.8972 


2.9160 


2.9348 


2.9536 


2.9724 


2.9912 


M 


2.6914 


2.7091 


2.7268 


2.7445 


2.7622 


2.7799 


2.7976 


2.8153 


It. 


2.5231 


2.5397 


2.5563 


2.5729 


2.5895 


2.6061 


2.6227 


2.6393 


■32 


2.3549 


2.3704 


2.3859 


2.4014 


2.4169 


2.4324 


2.4479 


2.4634 


ft 


2.1867 


2.2011 


2.2155 


2.2299 


2.2443 


2.2587 


2.2730 


2.2874 


3 

T6 


2.0185 


2.0318 


2.0451 


2.0584 


2.0716 


2.0849 


2.0982 


2.1115 


64 


1.8503 


1.8625 


1.8747 


1.8868 


1.8990 


1.9112 


1.9233 


1.9355 


5 
32 


1.6821 


1.6932 


1.7042 


1.7153 


1.7264 


1.7374 


1.7485 


1.7596 


A 


1.5139 


1.5238 


1.5338 


1.5438 


1.5537 


1.5637 


1.5736 


1.5836 


H 


1.3457 


1.3545 


1.3634 


1.3722 


1.3811 


1.3899 


1.3988 


1.4076 


A 


1.1775 


1.1852 


1.1930 


1.2007 


1.2084 


1.2162 


1.2239 


1.2317 






For re 


ethod of u 


sing this t 


able, see page 173 







189 







B R I E, F* H I L L^ 1=1 [=] 


WEIGHTS OF PLATES 


f m 




Width in Inches 


40 


40M 40M 40M 41 41M 413^ 41% 



2 

lit 
1^ 
lit 

1« 

ItV 

m 
ia 

i^ 
i& 

1M 
i& 

1M 

1A 

l 

H 



22.6640 22.8057 22.9473 23.0890 23.2306 23.3723 23.5139 23.6556 



21.9558 22.0930 

21.2475 21.3803 

20.5392 20.6676 

19.8310 19.9549 



22.2302 22.3674 22.5046 

21.5131 21.6459 21.7787 

20.7960 20.9244 21.0527 

20.0789 20.2028 20.3268 



22.6419 22.7791 22.9163 

21.9115 22.0443 22.1771 

21.1811 21.3095 21.4378 

20,4507 20.5747 20.6986 



19.1227 19.2423 19.3618 19.4813 19.6008 19.7203 19.8399 19.9594 

18.4145 18.5296 18.6447 18.7598 18.8749 18.9900 19.1050 19.2201 

17.7062 17.8169 17.9276 18.0382 18.1489 18.2596 18.3702 18.4809 

16.9980 17.1042 17.2105 17.3167 17.4230 17.5292 17.6354 17.7417 

16.2897 16.3916 16.4934 16.5952 16.6970 16.7988 16.9006 17.0024 



15.5815 15.6789 

14.8732 14.9662 

14.1650 14.2535 

13.4568 13.5409 

12.7485 12.8282 

12.0402 12.1155 

11.3320 11.4028 

10.6237 10.6901 

9.9155 9.9775 



15.7763 


15.8737 


15.9710 


16.0684 


16.1658 


16.2632 


15.0592 


15.1521 


15.2451 


15.3380 


15.4310 


15.5240 


14.3421 


14.4306 


14.5191 


14.6077 


14.6962 


14.7847 


13.6250 


13.7091 


13.7932 


13.8773 


13.9614 


14.0455 


12.9079 


12.9875 


13.0672 


13.1469 


13.2266 


13.3062 


12.1908 


12.2660 


12.3413 


12.4165 


12.4918 


12.5670 


11.4737 


11.5445 


11.6153 


11.6861 


11.7570 


11.8278 


10.7565 


10.8229 


10.8893 


10.9557 


11.0221 


11.0885 


10.0394 


10.1014 


10.1634 


10.2254 


10.2873 


10.3493 



9.2072 



2648 9.3223 9.31 



9 4374 9.4950 9.5525 9.6101 



% 


8.4990 


8.5521 


8.6052 


8.6584 


8.7115 


8.7646 


8.8177 


8.8708 


H 


7.7907 


7.8394 


7.8881 


7.9368 


7.9855 


8.0342 


8.0829 


8.1316 


% 


7.0825 


7.1268 


7.1710 


7.2153 


7.2596 


7.3038 


7.3481 


7.3924 


TS 


6.3742 


6.4141 


6.4539 


6.4938 


6.5336 


6.5734 


6.6133 


6.6531 


M 


5.6660 


5.7014 


5.7368 


5.7722 


5.8077 


5.8431 


5.8785 


5.9139 


15 
32 


5.3119 


5.3451 


5.3783 


5.4115 


5.4447 


5.4779 


5.5111 


5.5443 


T6 


4.9578 


4.9887 


5.0197 


5.0507 


5.0817 


5.1127 


5.1437 


5.1747 


M 


4.6036 


4.6324 


4.6612 


4.6899 


4.7187 


4.7475 


4.7763 


4.8050 


Vs 


4.2495 


4.2761 


4.3026 


4.3292 


4.3557 


4.3823 


4.4089 


4.4354 


8 


3.8954 


3.9197 


3.9441 


3.9684 


3.9928 


4.0171 


4.0415 


4.0658 


A 


3.5412 


3.5634 


3.5855 


3.6076 


3.6298 


3.6519 


3 6740 


3.6962 


& 


3.1871 


3.2070 


3.2270 


3.2469 


3.2668 


3.2867 


3.3066 


3.3266 


JJL 


3.0101 


3.0289 


3.0477 


3.0665 


3.0853 


3.1041 


3.1229 


3.1418 


H 


2.8330 


2.8507 


2.8684 


2.8861 


2.9038 


2.9215 


2.9392 


2.9569 


15 
64 


2.6559 


2.6725 


2.6891 


2.7057 


2.7223 


2.7389 


2.7555 


2.7721 


VI 


2.4789 


2.4944 


2.5099 


2.5254 


2.5408 


2.5563 


2.5718 


2.5873 


H 


2.3018 


2.3162 


2.3306 


2.3450 


2.3594 


2.3737 


2.3881 


2.4025 


_3_ 

16 


2.1248 


2.1380 


2.1513 


2.1646 


2.1779 


2.1911 


2.2044 


2.2177 


H 


1.9477 


1.9599 


1.9720 


1.9842 


1.9964 


2.0086 


2.0207 


2.0329 


A 


1.7706 


1.7817 


1.7928 


1.8038 


1.8149 


1.8260 


1.8370 


1.8481 


6T 


1.5936 


1.6035 


1.6135 


1.6234 


1.6334 


1.6434 


1.6533 


1.6633 


H 


1.4165 


1.4254 


1 4342 


1.4431 


1.4519 


1.4608 


1.4696 


1.4785 


& 


1.2394 


1.2472 


1.2549 


1.2627 


1.2704 


1.2782 


1.2859 


1.2937 






For n 


lethod of i 


ising this table, see r 


age 173 







190 



[=1 


B 1 


B R 


IE, 


- 


H 


I L_^ 


[_, 1=1 1=1 


WEIGHTS OF 


PLATES 








Wjdth in Inches 


42 


42 M 


42^ 


42M 


43 


43 M 


43 y 2 


43 % 


2 


23.7972 


23.9389 


24.0805 


24.2222 


24.3638 


24.5055 


24.6471 


24.7888 


1« 


23.0535 


23.1908 


23.3280 


23.4652 


23.6024 


23.7397 


23.8769 


24.0141 


1% 


22.3099 


22.4427 


22.5755 


22.7083 


22.8411 


22.9739 


23.1067 


23.2395 


ltt 


21.5662 


21.6946 


21.8230 


21.9513 


22.0797 


22.2081 


22.3364 


22.4648 


1M 


20.8226 


20.9465 


21.0704 


21.1944 


21.3183 


21.4423 


21.5662 


21.6902 


ltt 


20.0789 


20.1984 


20.3179 


20.4374 


20.5570 


20.6765 


20.7960 


20.9155 


i% 


19.3352 


19.4503 


19.5654 


19.6805 


19.7956 


19.9107 


20.0258 


20.1409 


iA 


18.5916 


18.7022 


18.8129 


18.9236 


19.0342 


19.1449 


19.2555 


19.3662 


i^ 


17.8479 


17.9541 


18.0604 


18.1666 


18.2729 


18.3791 


18.4853 


18.5916 


iA 


17.1042 


17.2060 


17.3079 


17.4097 


17.5115 


17.6133 


17.7151 


17.8169 


l** 


16.3606 


16.4580 


16.5553 


16.6527 


16.7501 


16.8475 


16.9449 


17.0423 


IA 


15.6169 


15.7099 


15.8028 


15.8958 


15.9887 


16.0817 


16.1747 


16.2676 


1M 


14.8733 


14.9618 


15.0503 


15.1388 


15.2274 


15.3159 


15.4044 


15.4930 


IA 


14.1296 


14.2137 


14.2978 


14.3819 


14.4660 


14.5501 


14.6342 


14.7183 


1J* 


13.3859 


13.4656 


13.5453 


13.6250 


13.7046 


13.7843 


13.8640 


13.9437 


IA 


12.6423 


12.7175 


12.7928 


12.8680 


12.9433 


13.0185 


13.0938 


13.1690 


l 


11.8986 


11.9694 


12.0403 


12.1111 


12.1819 


12.2527 


12.3236 


12.3944 


tt 


11.1549 


11.2213 


11.2877 


11.3541 


11.4205 


11.4869 


11.5533 


11.6197 


% 


10.4113 


10.4732 


10.5352 


10.5972 


10.6592 


10.7211 


10.7831 


10.8451 


tt 


9.6676 


9.7252 


9.7827 


9.8402 


9.8978 


9.9553 


10.0129 


10.0704 


M 


8.9240 


8.9771 


9.0302 


9.0833 


9.1364 


9.1895 


9.2427 


9.2958 


16 


8.1803 


8.2290 


8.2777 


8.3264 


8.3751 


8.4237 


8.4724 


8.5211 


^ 


7.4366 


7.4809 


7.5252 


7.5694 


7.6137 


7.6580 


7.7022 


7.7465 


A 


6.6930 


6.7328 


6.7726 


6.8125 


6.8523 


6.8922 


6.9320 


6.9718 


H 


5.9493 


5.9847 


6.0201 


6.0555 


6.0910 


6.1264 


6.1618 


6.1972 


tt 


5.5775 


5.6107 


5.6439 


5.6771 


5.7103 


5.7435 


5.7767 


5.8099 


A 


5.2056 


5.2366 


5.2676 


5.2986 


5.3296 


5.3606 


5.3916 


5.4225 


H 


4.8338 


4.8626 


4.8914 


4.9201 


4.9489 


4.9777 


5.0064 


5.0352 


« 


4.4620 


4.4885 


4.5151 


4.5417 


4.5682 


4.5948 


4.6213 


4.6479 


ii 

32 


4.0901 


4.1145 


4.1388 


4 1632 


4.1875 


4.2119 


4.2362 


4.2606 


A 


3.7183 


3.7404 


3.7626 


3.7847 


3.8068 


3.8290 


3.8511 


3.8732 


A 


3.3465 


3.3664 


3.3863 


3.4062 


3.4262 


3.4461 


3.4660 


3.4859 


H 


3.1606 


3.1794 


3.1982 


3.2170 


3.2358 


3.2546 


3.2734 


3.2923 


J* 


2.9747 


2.9924 


3.0101 


3.0278 


3.0455 


3.0632 


3.0809 


3.0986 


tt 


2.7887 


2.8053 


2.8219 


2.8385 


2.8551 


2.8717 


2.8883 


2.9049 


A 


2.6028 


2.6183 


2.6338 


2.6493 


2.6648 


2.6803 


2.6958 


2.7113 j 


tt 


2.4169 


2.4313 


2.4457 


2.4601 


2.4744 


2.4888 


2.5032 


2.5176 


A 


2.2310 


2.2443 


2.2575 


2.2708 


2.2841 


2.2974 


2.3107 


2.3239 


64 


2.0451 


2.0572 


2.0694 


2.0816 


2.0938 


2.1059 


2.1181 


2.1303 


S 


1.8592 


1.8702 


1.8813 


1.8924 


1.9034 


1.9145 


1.9256 


1.9366 


A 


1.6732 


1.6832 


1.6932 


1.7031 


1.7131 


1.7230 


1.7330 


1.7430 


H 


1.4873 


1.4962 


1.5050 


1.5139 


1.5227 


1.5316 


1.5404 


1.5493 


A 


1.3014 


1.3092 


1.3169 


1.3246 


1.3324 


1.3401 


1.3479 


1.3556 






For r 


nethod of 


using this 


table, see 


page 173 







191 



[=J 1=1 


B R I E, "R ■ HIL^L_ 1=1 1=1 


WEIGHTS OF PLATES 




Width in Inches 


H C 


44 


l 44^ 44^ 44M 45 


45M i 45^ , 45M 



2 24.9304 25.0721 25.2137 25.3554 25.4970 25.6387 25.7803 25.9220 

lif 24.1513 24.2885 24.4258 24.5630 24.7002 24.8374 24.9747 25.1119 

Hi 23.3722 23.5050 23.6378 23.7706 23.9034 24.0362 24.1690 24.3018 

1H 22.5932 22.7215 22.8499 22.9783 23.1067 23.2350 23.3634 23.4918 

Hi 21.8141 21.9380 22.0620 22.1859 22.3099 22.4338 22.5578 22.6817 

1H 21.0350 21.1545 21.2741 21.3936 21.5131 21.6326 21.7521 21.8716 

Hi 20.2559 20.3710 20.4861 20.6012 20.7163 20.8314 20.9465 21.0616 

1& 19.4769 19.5875 19.6982 19.8089 19.9195 20.0302 20.1409 20.2515 

Hi 18.6978 18.8040 18.9103 19.0165 19.1228 19.2290 19.3352 19.4415 

1-& 17.9187 18.0205 18.1223 18.2242 18.3260 18.4278 18.5296 18.6314 

1% 17.1396 17.2370 

1& 16.3606 16.4535 

Hi 15.5815 15.6700 

1& 14.8024 14.8865 

\\i 14.0233 14.1030 

1& 13.2443 13.3195 

1 12.4652 12.5360 

H 11.6861 11.7525 

% 10.9070 10.9690 

H 10.1280 10.1855 



17.3344 


17.4318 


17.5292 


17.6266 


17.7240 


17.8213 


16.5465 


16.6394 


16.7324 


16.8254 


16.9183 


17.0113 


15.7586 


15.8471 


15.9356 


16.0242 


16.1127 


16.2012 


14.9706 


15.0547 


15.1388 


15.2229 


15.3071 


15.3912 


14.1827 


14.2624 


14.3421 


14.4217 


14.5014 


14.5811 


13.3948 


13.4700 


13.5453 


13.6205 


13.6958 


13.7710 


12.6069 


12.6777 


12.7485 


12.8193 


12.8902 


12.9610 


11.8189 


11.8853 


11.9517 


12.0181 


12.0845 


12.1509 


11.0310 


11.0930 


11.1549 


11.2169 


11.2789 


11.3409 


10.2431 


10.3006 


10.3582 


10.4157 


10.4732 


10.5308 



M 


9.3489 


9.4020 


9.4551 


9.5083 


9.5614 


9.6145 


9.6676 


9.7207 


ii 


8.5698 


8.6185 


8.6672 


8.7159 


8.7646 


8.8133 


8.8620 


8.9107 


Vs 


7.7907 


7.8350 


7.8793 


7.9235 


7.9678 


8.0121 


8.0563 


8.1006 


A 


7.0117 


7.0515 


7.0914 


7.1312 


7.1710 


7.2109 


7.2507 


7.2905 


X 


6.2326 


6.2680 


6.3034 


6.3388 


6.3743 


6.4097 


6.4451 


6.4805 


u 


5.8431 


5.8763 


5.9095 


5.9427 


5.9759 


6.0091 


6.0423 


6.0755 


T6 


5.4535 


5.4845 


5.5155 


5.5465 


5.5775 


5.6085 


5.6394 


5.6704 


if 


5.0640 


5.0928 


5.1215 


5.1503 


5.1791 


5.2078 


5.2366 


5.2654 


Vs 


4.6744 


4.7010 


4.7276 


4.7541 


4.7807 


4.8072 


4.8338 


4.8604 


tt 


4.2849 


4.3093 


4.3336 


4.3580 


4.3823 


4.4066 


4.4310 


4.4553 


A 


3.8954 


3.9175 


3.9396 


3.9618 


3.9839 


4.0060 


4.0282 


4.0503 


A 


3.5058 


3.5258 


3.5457 


3.5656 


3.5855 


3.6054 


3.6254 


3.6453 


H 


3.3111 


3.3299 


3.3487 


3.3675 


3.3863 


3.4051 


3.4239 


3.4428 


U 


3.1163 


3.1340 


3.1517 


3.1694 


3.1871 


3.2048 


3.2225 


3.2402 


15 
61 


2.9215 


2.9381 


2.9547 


2.9713 


2.9879 


3.0045 


3.0211 


3.0377 


y? 


2.7268 


2.7423 


2.7577 


2.7732 


■2.7887 


2.8042 


2.8197 


2.8352 


H 


2.5320 


2.5464 


2.5608 


2.5752 


2.5895 


2.6039 


2.6183 


2.6327 


A 


2.3372 


2.3505 


2.3638 


2.3771 


2.3903 


2.4036 


2.4169 


2.4302 




2.1425 


2.1546 


2.1668 


2.1790 


2.1912 


2.2033 


2.2155 


2.2277 


A 


1.9477 


1.9588 


1.9698 


1.9809 


1.9920 


2.0030 


2.0141 


2.0252 


A 


1.7529 


1.7629 


1.7728 


1.7828 


1.7928 


1.8027 


1.8127 


1.8226 


H 


1.5581 


1.5670 


1.5759 


1.5847 


1.5936 


1.6024 


1.6113 


1.6201 


A 


1.3634 


1.3711 


1.3789 


1.3866! 


1.3944 


1.4021 


1.4099 


1.4176 


L ■",■', 




Fori 


aethod of 


using this 1 


able, see page 173 







192 



Isl 


c=i B R I E, R H 


I L^.L 0=3 1=3 


WEIGHTS OF PLATES 


3§? 

•5 a 


Width in Inches 


46 


46% 


46^ 


46% 


47 


47% 


47J^ • 


47% 


2 


26.0636 


26.2053 


26.3469 


26.4886 


26.6302 


26.7719 


26.9135 


27.0552 


1H 


25.2491 


25.3863 


25.5236 


25.6608 


25.7980 


25.9352 


26.0725 


26.2097 


l 7 A 


24.4346 


24.5674 


24.7002 


24.8330 


24.9658 


25.0986 


25.2314 


25.3642 


1» 


23.6201 


23.7485 


23.8769 


24.0052 


24.1336 


24.2620 


24.3904 


24.5187 


1M 


22.8057 


22.9296 23.0535 \ 23.1775 


23.3014 


23.4254 


23.5493 23.6733 


ltt 


21.9912 


22.1107 22.2302 22.3497 


22.4692 


22.5887 


22.7083 22.8278 


1H 


21.1767 


21.2918 21.4069 21.5219 21.6370 


21.7521 


21.8672 21.9823 


1A 


20.3622 


20.4729 


20.5835 


20.6942 20.8048 


20.9155 


21.0262 ! 21.1368 


iy 2 


19.5477 


19.6539 


19.7602 


19.8664 19.9727 


20.0789 


20.1851 20.2914 


1A 


18.7332 


18.8350 18.9368 


19.0386 


19.1405 


19.2423 


19.3441 


19.4459 


1% 


17.9187 


18.0161 18.1135 


18.2109 


18.3083 


18.4056 


18.5030 


18.6004 


1A 


17.1042 


17.1972 17.2902 


17.3831 


17.4761 


17.5690 


17.6620 


17.7549 


1M 


16.2898 


16.3783 


16.4668 


16.5553 


16.6439 


16.7324 


16.8209 


16.9095 


1A 


15.4753 


15.5594 


15.6435 


15.7276 


15.8117 


15.8958 


15.9799 


16.0640 


IK 


14.6608 


14.7405 


14.8201 


14.8998 


14.9795 


15.0592 


15.1388 


15.2185 


1A 


13.8463 


13.9215 


13.9968 


14.0720 


14.1473 


14.2225 


14.2978 


14.3730 


l 


13.0318 


13.1026 


13.1735 


13.2443 


13.3151 


13.3859 


13.4568 


13.5276 


H 


12.2173 


12.2837 


12.3501 


12.4165 


12.4829 


12.5493 


12.6157 


12.6821 


% 


11.4028 


11.4648 


11.5268 


11.5887 


11.6507 


11.7127 


11.7747 


11.8366 


H 


10.5883 


10.6459 


10.7034 


10.7610 


10.8185 


10.8761 


10.9336 


10.9912 


% 


9.7739 


9.8270 


9.8801 


9.9332 


9.9863 


10.0394 


10.0926 


10.1457 


tt 


8.9594 


9.0081 


9.0567 


9.1054 


9.1541 


9.2028 


9.2515 


9.3002 


H 


8.1449 


8.1891 


8.2334 


8.2777 


8.3219 


8.3662 


8.4105 


8.4547 


9 

T6 


7.3304 


7.3702 


7.4101 


7.4499 


7.4897 


7.5296 


7.5694 


7.6093 


y 2 


6.5159 


6.5513 


6.5867 


6.6221 


6.6576 


6.6930 


6.7284 


6.7638 


H 


6.1087 


6.1419 


6.1751 


6.2083 


6.2415 


6.2747 


6.3079 


6.3411 


7 

ire 


5.7014 


5.7324 


5.7634 


5.7944 


5.8254 


5.8563 


5.8873 


5.9183 


B 


5.2942 


5.3229 


5.3517 


5.3805 


5.4093 


5.4380 


5.4668 


5.4956 


N 


4.8869 


4.9135 


4.9400 


4.9666 


4.9932 


5.0197 


5.0463 


5.0728 . 


H 


4.4797 


4.5040 


4.5284 


4.5527 


4.5771 


4.6014 


4.6258 


4.6501 


A 


4.0724 


4.0946 


4.1167 


4.1388 


4.1610 


4.1831 


4.2052 


4.2274 


A 


3.6652 


3.6851 


3.7050 


3.7250 


3.7449 


3.7648 


3.7847 


3.8046 


u 


3.4616 


3.4804 


3.4992 


3.5180 


3.5368 


3.5556 


3.5744 


3.5933 


% 


3.2580 


3.2757 


3.2934 


3.3111 


3.3288 


3.3465 


3.3642 


3.3819 


if 


3.0543 


3.0709 


3.0875 


3.1041 


3.1207 


3.1373 


3.1539 


3.1705 


A 


2.8507 


2.8662 


2.8817 


2.8972 


2.9127 


2.9282 


2.9437 


2.9592 


U 


2.6471 


2.6615 


2.6759 


2.6902 


2.7046 


2.7190 


2.7334 


2.7478 


A 


2.4435 


2.4567 


2.4700 


2.4833 


2.4966 


2.5099 


2.5231 


2.5364 


tt 


2.2398 


2.2520 


2.2642 


2.2764 


2.2885 


2.3007 


2.3129 


2.3251 


A 


2.0362 


2.0473 


2.0584 


2.0694 


2.0805 


2.0915 


2.1026 


2.1137 


A 


1.8326 


1.8426 


1.8525 


1.8625 


1.8724 


1.8824 


1.8924 


1.9023 


H 


1.6290 


1.6378 


1.6467 


1.6555 


1.6644 


1.6732 


1.6821 


1.6909 


A 


1.4254 


1.4331 


1.4408 


1.4486 


1.4563 


1.4641 


1.4718 


1.4796 




For method of 


using this 


table, see 


page 173 





193 



c=3 1=1 BRIER 



H I 1_ L 1=3 1=3 



WEIGHTS OF PLATES 



o to 


Width in Inches 


e s 


48 


48M 


48 Jo 


48M 


49 


49J4 


49K 


49^ 


2 


27.1968 


27.3385 


27.4801 


27.6218 


27.7634 


27.9051 


28.0467 


28.1884 


HI 


26.3469 


26.4841 


26.6213 


26.7586 


26.8958 


27.0330 


27.1702 


27.3075 


1% " 


25.4970 


25.6298 


25.7626 


25.8954 


26.0282 


26.1610 


26.2938 


26.4266 


1« 


24.6471 


24.7755 


24.9038 


25.0322 


25.1606 


25.2890 


25.4173 


25.5457 


1M 


23.7972 


23.9211 


24.0451 


24.1690 


24.2930 


24 4169 


24.5409 


24.6648 


lft 


22.9473 


23.0668 


23.1863 


23.3059 


23.4254 


23.5449 


23.6644 


23.7839 


1% 


22 0974 


22.2125 


22.3276 


22.4427 


22.5578 


22.6729 


22.7879 


22.9030 


1* 


21 2475 


21 3582 


21.4688 


21.5795 


21 6902 


21.8008 


21.9115 


22 0221 


IK 


20.3976 


20.5038 


20.6101 


20 7163 


20.8226 


20.9288 


21.0350 


21.1413 


1A 


19.5477 


19.6495 


19.7513 


19.8531 


19 9549 


20.0568 


20 1586 


20.2604 


1« 


18.6978 


18.7952 


18.8926 


18.9900 


19.0873 


19.1847 


19.2821 


19.3795 


1A 


17.8479 


17.9409 


18.0338 


18.1268 


18.2197 


18.3127 


18.4056 


18.4986 


1M 


16.9980 


17.0865 


17.1751 


17.2636 


17.3521 


17.4407 


17.5292 


17.6177 


1A 


16.1481 


16.2322 


16.3163 


16.4004 


16.4845 


16.5686 


16.6527 


16.7368 


W% 


15.2982 


15.3779 


15.4576 


15.5372 


15.6169 


15.6966 


15.7763 


15.8559 


1A 


14.4483 


14.5236 


14.5988 


14.6741 


14.7493 


14.8246 


14.8998 


14.9751 


l 


13.5984 


13.6692 


13.7401 


13.8109 


13.8817 


13.9525 


14.0234 


14.0942 


H 


12.7485 


12.8149 


12.8813 


12.9477 


13.0141 


13.0805 


13.1469 


13.2133 


K 


11.8986 


11.9606 


12.0225 


12.0845 


12.1465 


12.2085 


12.2704 


12.3324 


II 


11.0487 


11.1062 


11.1638 


11.2213 


11.2789 


11.3364 


11.3940 


11.4515 


M 


10.1988 


10.2519 


10.3050 


10.3582 


10.4113 


10.4644 


10.5175 


10.5706 


ii 

16 


9.3489 


9.3976 


9.4463 


9.4950 


9.5437 


9.5924 


9.6411 


9.6897 


H 


8.4990 


8.5433 


8.5875 


8.6318 


8.6761 


8.7203 


8.7646 


8.8089 


16 


7.6491 


7.6889 


7.7288 


7.7686 


7.8085 


7.8483 


7.8881 


7.9280 


M 


6.7992 


6.8346 


6.8700 


6.9054 


6.9409 


6.9763 


7.0117 


7.0471 


M 


6.3743 


6.4074 


6.4406 


6.4738 


6.5070 


6.5402 


6.5734 


6.6066 


7 
16 


5.9493 


5.9803 


6.0113 


6.0423 


6.0732 


6.1042 


6.1352 


6.1662 


1 3 

32 


5.5243 


5.5531 


5.5819 


5.6107 


5.6394 


5.6682 


5.6970 


5.7258 


H 


5.0994 


5.1260 


5.1525 


5.1791 


5.2056 


5.2322 


5.2588 


5.2853 


ft 


4.6744 


4.6988 


4.7231 


4.7475 


4.7718 


4.7962 


4.8205 


4.8449 


5 
16 


4.2495 


4.2716 


4.2938 


4.3159 


4.3380 


4.3602 


4.3823 


4.4044 


9 
32 


3.8245 


3.8445 


3.8644 


3.8843 


3.9042 


3.9241 


3.9441 


3.9640 


64 


3.6121 


3.6309 


3.6497 


3.6685 


3.6873 


3.7061 


3.7250 


3.7438 


M 


3.3996 


3.4173 


3.4350 


3.4527 


3.4704 


3.4881 


3.5058 


3.5235 


M 


3.1871 


3.2037 


3.2203 


3.2369 


3.2535 


3.2701 


3.2867 


3.3033 


A 


2.9747 


2.9901 


3.0056 


3.0211 


3.0366 


3.0521 


3.0676 


3.0831 


U 


2.7622 


2.7766 


2.7909 


2.8053 


2.8197 


2.8341 


2.8485 


2 8629 


_2_ 

16 


2.5497 


2.5630 


2.5763 


2.5895 


2.6028 


2.6161 


2.6294 


2 6427 


Ii 


2.3372 


2.3494 


2.3616 


2.3737 


2.3859 


2.3981 


2.4103 


2.4224 


A 


2.1247 


2.1358 


2.1469 


2.1579 


2.1690 


2.1801 


2.1911 


2.2022 


A 


1.9123 


1.9222 


1.9322 


1.9422 


1.9521 


1.9621 


1.9720 


1.9820 


H 


1.6998 


1.7087 


1.7175 


1.7264 


1.7352 


1.7441 


1.7529 


1.7618 


A 


1.4873 


1 4951 


1.5028 


1.5106 


1.5183 


1.5261 


1.5338 


1.5415 



For method of using this table, see page 173 



194 



[si 


G=i Q R 


i l r 


HILL 1=1 1=] 




WEIGHTS OF 


PLATES 




pi 


Width in Inches 


50 


50 M 


50K 


50^ 


51 


51M 


51 y 2 


51M 


2 


28.3300 


28.4717 


28.6133 


28.7550 


28.8966 


29.0383 


29.1799 


29.3216 


Iff 


27.4447 


27.5819 


27.7191 


27.8564 


27.9936 


28.1308 


28.2680 


28.4053 


1% 


26.5594 


26.6922 


26.8250 


26.9578 


27.0906 


27.2234 


27.3562 


27.4890 


1 16 


25.6741 


25.8024 


25.9308 


26.0592 


26.1875 


26.3159 


26.4443 


26.5727 j 


1M 


24.7888 


24.9127 


25.0366 


25.1606 


25.2845 


25.4085 


25.5324 


25.6564 


1 Ai 
■•-16 


23.9034 


24.0230 


24.1425 


24.2620 


24.3815 


24.5010 


24.6205 


24.7401 


IH 


23.0181 


23.1332 


23.2483 


23.3634 


23.4785 


23.5936 


23.7087 


23.8238 


1 9 

A 16 


22.1328 


22.2435 


22.3541 


22.4648 


22.5755 


22.6861 


22.7968 


22.9075 


1H 


21.2475 


21.3537 


21.4600 


21.5662 


21.6725 


21.7787 


21.8849 


21.9912 


1 16 


20.3622 


20.4640 


20.5658 


20.6676 


20.7694 


20.8712 


20.9731 


21.0749 


1 3 A 


19.4769 


19.5743 


19.6716 


19.7690 


19.8664 


19.9638 


20.0612 


20.1586 


1 -S- 

■»■ 16 


18.5916 


18.6845 


18.7775 


18.8704 


18.9634 


19.0564 


19.1493 


19.2423 


1M 


17.7063 


17.7948 


17.8833 


17.9718 


18.0604 


18.1489 


18.2374 


18.3260 


1 3 

J- 16 


16.8209 


16.9050 


16.9891 


17.0733 


17.1574 


17.2415 


17.3256 


17.4097 


IK 


15.9356 


16.0153 


16.0950 


16.1747 


16.2543 


16.3340 


16.4137 


16.4934 


1* 


15.0503 


15.1256 


15.2008 


15.2761 


15.3513 


15.4266 


15.5018 


15.5771 




14.1650 


14.2358 


14.3067 


14.3775 


14.4483 


14.5191 


14.5900 


14.6608 


tt 


13.2797 


13.3461 


13.4125 


13.4789 


13.5453 


13.6117 


13.6781 


13.7445 I 


K 


12.3944 


12.4563 


12.5183 


12.5803 


12.6423 


12.7042 


12.7662 


12.8282 


if 


11.5091 


11.5666 


11.6242 


11.6817' 


11.7392 


11.7968 


11.8543 


11.9119 


H 


10.6238 


10.6769 


10.7300 


10.7831 


10.8362 


10.8893 


10.9425 


10.9956 


tt 


9.7384 


9.7871 


9.8358 


9.8845 


9.9332 


9.9819 


10.0306 


10.0793 


% 


8.8531 


8.8974 


8.9417 


8.9859 


9.0302 


9.0745 


9.1187 


9.1630 


A 


7.9678 


8.0077 


8.0475 


8.0873 


8.1272 


8.1670 


8.2068 


8.2467 


y 2 


7.0825 


7.1179 


7.1533 


7.1887 


7.2242 


7.2596 


7.2950 


7.3304 


H 


6.6398 


6.6730 


6.7062 


6.7394 


6.7726 


6.8058 


6.8390 


6.8722 ! 


A 


6.1972 


6.2282 


6.2592 


6.2901 


6.3211 


6.3521 


6.3831 


6.4141 


H 


5.7545 


5.7833 


5.8121 


5.8408 


5.8696 


5.8984 


5.9272 


5.9559 


% 


5.3119 


5.3384 


5.3650 


5.3916 


5.4181 


5.4447 


5.4712 


5.4978 ; 


32 


4.8692 


4.8936 


4.9179 


4.9423 


4.9666 


4.9909 


5.0153 


5.0396 


5 
16 


4.4266 


4.4487 


4.4708 


4.4930 


4.5151 


4.5372 


4.5594 


4.5815 


ft 


3.9839 


4.0038 


4.0237 


4.0437 


.4.0636 


4.0835 


4.1034 


4.1233 j 


64 


3.7626 


3.7814 


3.8002 


3.8190 


3.8378 


3.8566 


3.8755 


3.8943 


M 


3.5413 


3.5590 


3.5767 


3.5944 


3.6121 


3.6298 


3.6475 


3.6652 


15 

64 


3.3199 


3.3365 


3.3531 


3.3697 


3.3863 


3.4029 


3.4195 


3.4361 


T2 


3.0986 


3.1141 


3.1296 


3.1451 


3.1606 


3.1761 


3.1916 


3.2070 


H 


2.8773 


2.8917 


2.9060 


2.9204 


2.9348 


2.9492 


2.9636 


2.9780 


A 


2.6559 


2.6692 


2.6825 


2.6958 


2.7091 


2.7223 


2.7356 


2.7489 


H 


2.4346 


2.4468 


2.4590 


2.4711 


2.4833 


2.4955 


2.5077 


2.5198 


3% 


2.2133 


2.2243 


2.2354 


2.2465 


2.2575 


2.2686 


2.2797 


2.2907 


64 


1.9920 


2.0019 


2.0119 


2.0218 


2.0318 


2.0418 


2.0517 


2.0617 


H 


1.7706 


1.7795 


1.7883 


1.7972 


1.8060 


1.8149 


1.8237 


1.8326 


A 


1.5493 


1.5570 


1.5648 


1 5725 


1.5803 


1.5880 


1.5958 


1.6035 




For n 


iethod of using this 1 


able, see i 


>age 173 





195 



HILL 1=1 [=i 






WEIGHTS OF 


PLATES 




is 


Width in Inches 


52 


52 H 


52V 2 


52 M 


53 


53 H 


53^ 


53M 


2 


29.4632 


29.6049 


29.7465 


29.8882 


30.0298 


30.1715 


30.3131 


30.4548 


ltt 


28.5425 


28.6797 


28.8169 


28.9541 


29.0914 


29.2286 29.3658 


29.5030 


IK 


27.6217 


27.7545 


27.8873 


28.0201 


28.1529 


28.2857 28.4185 


28.5513 


ltt 


26.7010 


26.8294 


26.9578 


27.0861 


27.2145 


27.3429 ,27.4712 


27.5996 


1M 


25.7803 


25.9042 


26.0282 


26.1521 


26.2761 


26.4000 26.5240 


26.6479 


ltt 


24.8596 


24.9791 


25.0986 


25.2181 


25.3376 


25.4572 25.5767 


25.6962 


iy s 


23.9388 


24.0539 


24.1690 


24.2841 


24.3992 


24.5143 24.6294 


24.7445 


ia 


23.0181 


23.1288 


23.2395 


23.3501 


23.4608 


23.5714 23.6821 


23.7928 


1J4 


22.0974 


22.2036 


22.3099 


22.4161 


22.5224 


22.6286 22.7348 


22.8411 


IA 


21.1767 


21.2785 


21.3803 


21.4821 


21.5839 


21.6857 21.7875 


21.8893 


IK 


20.2559 


20.3533 


20.4507 


20.5481 


20.6455 


- 
20.7429 20.8403 


20.9376 


IA 


19.3352 


19.4282 


19.5211 


19.6141 


19.7071 


19.8000! 19.8930 


19.9859 


1M 


18.4145 


18.5030 


18.5916 


18.6801 


18.7686 


18.8572 18.9457 


19,0342 


1A 


17.4938 


17.5779 


17.6620 


17.7461 


17.8302 


17.9143 17.9984 


18.0825 


IK 


16.5730 


16.6527 


16.7324 


16.8121 


16.8918 


16.9714: 17.0511 


17.1308 


1A 


15.6523 


15.7276 


15.8028 


15.8781 


15.9533 


16.0286 1 16.1038 


16.1791 


l 


14.7316 


14.8024 


14.8733 


14.9441 


15.0149 


15.0857 


15.1566 1 15.2274 


H 


13.8109 


13.8773 


13.9437 


14.0101 


14.0765 


14.1429 


14.2093 


14.2757 


K 


12.8901 


12.9521 


13.0141 


13.0761 


13.1380 


13.2000 


13.2620 


13.3240 


tt 


11.9694 


12.0270 


12.0845 


12.1421 


12.1996 


12.2572 


12.3147 


12.3722 


M 


11.0487 


11.1018 


11.1549 


11.2081 


11.2612 


11.3143 


11.3674 


11.4205 


u. 

16 


10.1280 


10.1767 


10.2254 


10.2740 


10.3227 


10.3714 


10.4201 


10.4688 


H 


9.2072 


9.2515 


9.2958 


9.3400 


9.3843 


9.4286 9.4728 


9.5171 


A 


8.2865 


8.3264 


8.3662 


8.4060 


8.4459 


8.4857 8.5256 


8.5654 


K 


7.3658 


7.4012 


7.4366 


7.4720 


7.5075 


7.5429 7.5783 


7.6137 


tt 


6.9054 


6.9386 


6.9718 


7.0050 


7.0382 


7.0714 7.1046 


7.1378 


A 


6.4451 


6.4761 


6.5070 


6.5380 


6.5690 


6.6000i 6.6310 


6.6620 


M 


5.9847 


6.0135 


6.0423 


6.0710 


6.0998 


6.1286 


6.1573 


6.1861 


K 


5.5243 


5.5509 


5.5775 


5.6040 


5.6306 


5.6571 


5.6837 


5.7103 


tt 


5.0640 


5.0883 


5.1127 


5.1370 


5.1614 


5.1857 


5.2101 


5.2344 


5 

T6 


4.6036 


4.6258 


4.6479 


4.6700 


4.6922 


4.7143 


4.7364 


4.7586 


A 


4.1433 


4.1632 


4.1831 


4.2030 


4.2229 


4.2429 


4.2628 


4.2827 


H 


3.9131 


3.9319 


3.9507 


3.9695 


3.9883 


4.0071 


4.0260 


4.0448 


H 


3.6829 


3.7006 


3.7183 


3.7360 


3.7537 


3.7714 


3.7891 


3.8068 


H 


3.4527 


3.4693 


3.4859 


3.5025 


3.5191 


3.5357 


3.5523 


3.5689 


A 


3.2225 


3.2380 


3.2535 


3.2690 


3.2845 


3.3000 


3.3155 


3.3310 


tt 


2.9924 


3.0067 


3.0211 


3.0355 


3.0499 


3.0643 


3.0787 


3.0931 


A 


2.7622 


2.7755 


2.7887 


2.8020 


2.8153 


2.8286 


2.8419 


2.8551 


H 


2.5320 


2.5442 


2.5563 


2.5685 


2.5807 


2.5929 


2.6050 


2.6172 


A 


2.3018 


2.3129 


2.3239 


2.3350 


2.3461 


2.3571 


2.3682 


2.3793 


A 


2.0716 


2.0816 


2.0915 


2.1015 


2.1115 


2.1214 


2.1314 


2.1413 


Vs 


1.8414 


1.8503 


1.8592 


1.8680 


1.8769 


1.8857 


1.8946 


1.9034 


A 


1.6113 


1.6190 


1.6268 


1.6345 


1.6423 


1.6500 


1.6577 


1.6655 






For m 


ethod of u 


sing this t 


able, see p 


age 173 





196 



r=i e=i B R I El R 



H I 1_^ I_^ 



i=i 



WEIGHTS OF PLATES 



-S |g 


Width in Inches 


32 


54 


54M 


54^ 


54M 


55 


55% 


55K 


55% 


2 


30.5964 


30.7381 


30.8797 


31.0214 


31.1630 


31.3047 


31.4463 


31.5880 


1H 


29.6403 


29.7775 


29.9147 


30.0519 


30.1892 


30.3264 


30.4636 


30.6008 


l 7 A 


28.6841 


28.8169 


28.9497 


29.0825 


29.2153 


29.3481 


29.4809 


29.6137 


1% 


27.7280 


27.8564 


27.9847 


28.1131 


28.2415 


28.3698 


28.4982 


28.6266 


1M 


26.7719 


26.8958 


27.0197 


27.1437 


27.2676 


27.3916 


27.5155 


27.6395 


lit 


25.8157 


25.9352 


26.0547 


26.1743 


26.2938 


26.4133 


26.5328 


26.6523 


l^ 


24.8596 


24.9747 


25.0898 


25.2048 


25.3199 


25.4350 


25.5501 


25.6652 


1A 


23.9034 


24.0141 


24.1248 


24.2354 


24.3461 


24.4568 


24.5674 


24.6781 


IK 


22.9473 


23.0535 


23.1598 


23.2660 


23.3723 


23.4785 


23.5847 


23.6910 


1A 


21.9912 


22.0930 


22.1948 


22.2966 


22.3984 


22.5002 


22.6020 


22.7038 


i% 


21.0350 


21.1324 


21.2298 


21.3272 


21.4246 


21.5219 


21.6193 


21.7167 


1A 


20.0789 


20.1718 


20.2648 


20.3578 


20.4507 


20.5437 


20.6366 


20.7296 


1M 


19.1228 


19.2113 


19.2998 


19.3883 


19.4769 


19.5654 


19.6539 


19.7425 


1A 


18.1666 


18.2507 


18.3348 


18.4189 


18.5030 


18.5871 


18.6712 


18.7553 


ijrf 


17.2105 


17.2902 


17.3698 


17.4495 


17.5292 


17.6089 


17.6885 


17.7682 


1A 


16.2543 


16.3296 


16.4048 


16.4801 


16.5553 


16.6306 


16.7058 


16.7811 


l 


15.2982 


15.3690 


15.4399 


15.5107 


15.5815 


15.6523 


15.7232 


15.7940 


tt 


14.3421 


14.4085 


14.4749 


14.5413 


14.6077 


14.6741 


14.7405 


14.8068 


y% 


13.3859 


13.4479 


13.5099 


13.5718 


13.6338 


13.6958 


13.7578 


13.8197 


« 


12.4298 


12.4873 


12.5449 


12.6024 


12.6600 


12.7175 


12.7751 


12.8326 


M 


11.4737 


11.5268 


11.5799 


11.6330 


11.6861 


11.7392 


11.7924 


11.8455 


T6 


10.5175 


10.5662 


10.6149 


10.6636 


10.7123 


10.7610 


10.8097 


10.8584 


H 


9.5614 


9.6056 


9.6499 


9.6942 


9.7384 


9.7827 


9.8270 


9.8712 


9 
16 


8.6052 


8.6451 


8.6849 


8.724-8 


8.7646 


8.8044 


8.8443 


8.8841 


H 


7.6491 


7.6845 


7.7199 


7.7553 


7.7908 


7.8262 


7.8616 


7.8970 


1* 


7.1710 


7.2042 


7.2374 


7.2706 


7.3038 


7.3370 


7.3702 


7.4034 


T6 


6.6930 


6.7239 


6.7549 


6.7859 


6.8169 


6.8479 


6.8789 


6.9099 


If 


6.2149 


6.2437 


6.2724 


6.3012 


6.3300 


6.3588 


6.3875 


6.4163 


Ni 


5.7368 


5.7634 


5.7899 


5.8165 


5.8431 


5.8696 


5.8962 


5.9227 


M 


5.2588 


5.2831 


5.3074 


5.3318 


5.3561 


5.3805 


5.4048 


5.4292 


A 


4.7807 


4.8028 


4.8250 


4.8471 


4.8692 


4.8914 


4. 9135 t 


, 4.9356 


9 


4.3026 


4.3225 


4.3425 


4.3624 


4.3823 


4.4022 


4.4221 


4.4421 


H 


4.0636 


4.0824 


4.1012 


4.1200 


4.1388 


4.1576 


4.1765 


4.1953 


M 


3.8246 


3.8423 


3.8600 


3.8777 


3.8954 


3.9131 


3.9308 


3.9485 


if 


3.5855 


3.6021 


3.6187 


3.6353 


3.6519 


3.6685 


3.6851 


3.7017 


A 


3.3465 


3.3620 


3.3775 


3.3930 


3.4085 


3.4239 


3.4334 


3.4549 


« 


3.1074 


3.1218 


3.1362 


3.1506 


3.1650 


3.1794 


3.1938 


3.2082 


16 


2.8684 


2.8817 


2.8950 


2.9083 


2.9215 


2.9348 


2.9481 


2.9614 


& 


2.6294 


2.6416 


2.6537 


2.6659 


2.6781 


2.6902 


2.7024 


2.7146 


A 


2.3903 


2.4014 


2.4125 


2.4235 


2.4346 


2.4457 


2.4567 


2.4678 


A 


2.1513 


2.1613 


2.1712 


2.1812 


2.1911 


2.2011 


2.2111 


2.2210 


M 


1.9123 


1.9211 


1.9300 


1.9388 


i:9477 


1.9565 


1.9654 


1.9742 


A 


1.6732 


1.6810 


1.6887 


1.6965 


1.7042 


1.7120 


1.7197 


1.7275 



For method of using this table, see page 173 



197 







1 


I E, 


R 


H 


I L I_ ss 






HEIGHTS OF 


PLATES 






Il 


Width in Inches 


u a 


56 


56H 


56 y 2 


56% 


57 


57M 


57^ 


57M 


2 


31.7296 


31.8713 


32.0129 


32.1546 


32.2962 


32.4379 


32.5795 


32.7212 


1 16 


30.7381 


30.8753 


31.0125 


31.1497 


31.2869 


31.4242 


31.5614 


31.6986 


1 7 A 


29.7465 


29.8793 


30.0121 


30.1449 


30.2777 


30.4105 


30.5433 


30.6761 j 


1 T6 


28.7549 


28.8833 


29.0117 


29.1401 


29.2684 


29.3968 


29.5252 


29.6535 


1M 


27.7634 


27.8873 


28.0113 


28.1352 


28.2592 


28.3831 


28.5071 


28.6310 


-111 

J- 16 


26.7718 


26.8914 


27.0109 


27.1304 


27.2499 


27.3694 


27.4890 


27.6085 


1?^ 


25.7803 


25.8954 


26.0105 


26.1256 


26.2407 


26.3558 


26.4708 


26.5859 


-L rt 


24.7887 


24.8994 


25.0101 


25.1207 


25.2314 


25.3421 


25.4527 


25.5634 


1M 


23.7972 


23.9034 


24.0097 


24.1159 


24.2222 


24.3284 


24.4346 


24.5409 


.* 


22.8056 


22.9075 


23.0093 


23.1111 


23.2129 


23.3147 


23.4165 


23.5183 


IN 


21.8141 


21.9115 


22.0089 


22.1063 


22.2036 


22.3010 


22.3984 


22.4958 


lft 


20.8225 


20.9155 


21.0085 


21.1014 


21.1944 


21.2873 


21.3803 


21.4733 i 


IK 


19.8310 


19.9195 


20.0081 


20.0966 


20.1851 


20.2737 


20.3622 


20.4507 j 


1 3 

i- re 


18.8395 


18.9236 


19.0077 


19.0918 


19.1759 


19.2600 


19.3441 


19.4282 


IK 


17.8479 


17.9276 


18.0073 


18.0869 


18.1666 


18.2463 


18.3260 


18.4056 


1 J_ 

-L 16 


16.8563 


16.9316 


17.0069 


17.0821 


17.1574 


17.2326 


17.3079 


17.3831 ; 




15.8648 


15.9356 


16.0065 


16.0773 


16.1481 


16.2189 


16.2898 


16.3606 


1 5 


14.8732 


14.9396 


15.0060 


15.0724 


15.1388 


15.2052 


15.2716 


15.3380 


^ 


13.8817 


13.9437 


14.0056 


14.0676 


14.1296 


14.1916 


14.2535 


14.3155 


13 
16 


12.8901 


12.9477 


13.0052 


13.0628 


13.1203 


13.1779 


13.2354 


13.2930 


H 


11.8986 


11.9517 


12.0048 


12.0580 


12.1111 


12.1642 


12.2173 


12.2704 


H 


10.9070 


10.9557 


11.0044 


11.0531 


11.1018 


11.1505 


11.1992 


11.2479 


y% 


9.9155 


9.9598 


10.0040 


10.0483- 


10.0926 


10.1368 


10.1811 


10.2254 


h 


8.9239 


8.9638 


9.0036 


9.0435 


9.0833 


9.1231 


9.1630 


9.2028 


¥t 


7.9324 


7.9678 


8.0032 


8.0386 


8.0741 


8.1095 


8.1449 


8.1803 


H 


7.4366 


7.4698 


7.5030 


7.5362 


7.5694 


7.6026 


7.6358 


7.6690 ] 


T6 


6.9409 


6.9718 


7.0028 


7.0338 


7.0648 


7.0958 


7.1268 


7.1578 


it 


6.4451 


6.4738 


6.5026 


6.5314 


6.5602 


6.5889 


6.6177 


6.6465 


Z/ 


5.9493 


5.9759 


6.0024 


6.0290 


6.0555 


6.0821 


6.1087 


6.1352 


a 


5.4535 


5.4779 


5.5022 


5.5266 


5.5509 


5. 5753 


5.5996 


5.6239 


5 
16 


4.9577 


4.9799 


5.0020 


5.0241 


5.0463 


5.0684 


5.0905 


5.1127 


h 


4.4620 


4.4819 


4.5018 


4,5217 


4.5417 


4.5616 


4.5815 


4.6014 


64 


4.2141 


4.2329 


4.2517 


4.2705 


4.2893 


4.3081 


4.3270 


4.3458 


M 


3.9662 


3.9839 


4.0016 


4.0193 


4.0370 


4.0547 


4.0724 


4.0901 


M 


3.7183 


3,7349 


3.7515 


3.7681 


3.7847 


3.8013 


3.8179 


3.8345 


T2 


3.4704 


3.4859 


3.5014 


3.5169 


3.5324 


3.5479 


3.5634 


3.5789 j 


H 


3.2225 


3.2369 


3.2513 


3.2657 


3.2801 


3.2945 


3.3089 


3.3232 


_2_ 

16 


2.9747 


2.9879 


3.0012 


3.0145 


3.0278 


3.0410 


3.0543 


3.0676 


64 


2.7268 


2.7389 


2.7511 


2.7633 


2.7755 


2.7876 


2.7998 


2.8120 


A 


2.4789 


2.4899 


2.5010 


2.5121 


2 5231 


2.5342 


2.5453 


2.5563 ; 


A 


2.2310 


2.2409 


2.2509 


2.2609 


2.2708 


2.2808 


2.2907 


2.3007 j 


K 


1.9831 


1.9920 


2.0008 


2.0097 


2.0185 


2.0274 


2.0362 


2.0451 | 


ih 


1.7352 


1.7430 


1.7507 


1.7584 


1.7662 


1.7739 


1.7817 


1.7894 






For method of i 


ising this 


table, see page 173 







I5l 


Bi B R 


I El 


R: 


J-i 


I L L g=j o=D . 






WEIGHTS OF 


PLATES 






^8 

S-S 


Width in Inches 


58 


58K 


58K 


58% 


59 


59K 


59K 


59M 


2 


32.8628 


33.0045 


33.1461 


33.2878 


33.4294 


33.5711 


33.7127 


33.8544 


lit 


31.8358 


31.9731 


32.1103 


32.2475 


32.3847 


32.5220 


32.6592 


32.7964 


IK 


30.8089 


30.9417 


31.0745 


31.2073 


31.3401 


31.4729 


31.6057 


31.7385 j 


in 


29.7819 


29.9103 


30.0387 


30.1670 


30.2954 


30.4238 


30.5521 


30.6805 


1M 


28.7550 


28.8789 


29.0028 


29.1268 


29.2507 


29.3747 


29.4986 


29.6226 


ltt 


27.7280 


27.8475 


27.9670 


28.0865 


28.2061 


28.3256 


28.4451 


28.5646 


IK 


26.7010 


26.8161 


26.9312 


27.0463 


27.1614 


27.2765 


27.3916 


27.5067 


1A 


25.6741 


25.7847 


25.8954 


26.0061 


26.1167 


26.2274 


26.3380 


26.4487 


IK 


24.6471 


24.7533 


24.8596 


24.9658 


25.0721 


25.1783 


25.2845 


25.3908 j 


1A 


23.6201 


23.7219 


23.8238 


23.9256 


24.0274 


24.1292 


24.2310 


24.3328 


IK 


22.5932 


22.6906 


22.7879 


22.8853 


22.9827 


23.0801 


23.1775 


23.2749 j 


1A 


21.5662 


21.6592 


21.7521 


21.8451 


21.9380 


22.0310 


22.1240 


22.2169 


; ik 


20.5393 


20.6278 


20.7163 


20.8048 


20.8934 


20.9819 


21.0704 


21.1590 


1A 


19.5123 


19.5964 


19.6805 


19.7646 


19,8487 


19.9328 


20.0169 


20.1010 


IK 


18.4853 


18.5650 


18.6447 


18.7244 


18.8040 


18.8837 


18.9634 


19.0431 | 


1A 


17.4584 


17.5336 


17.6089 


17.6841 


17.7594 


17.8346 


17.9099 


17.9851 


l 


16.4314 


16 5022 


16.5731 


16.6439 


16.7147 


16.7855 


16.8564 


16.9272 | 


it 


15.4044 


15.4708 


15.5372 


15.6036 


15.6700 


15.7364 


15.8028 


15.8692 


K 


14.3775 


14.4394 


14.5014 


14.5634 


14.6254 


14.6873 


14.7493 


14.8113 


13 

16 


13.3505 


13.4081 


13.4656 


13.5231 


13.5807 


13.6382 


13.6958 


13.7533 | 


H 


12.3236 


12.3767 


12.4298 


12.4829 


12.5360 


12.5891 


12.6423 


12.6954 


ii 

16 


11.2966 


11.3453 


11.3940 


11.4427 


11.4914 


11.5400 


11.5887 


11.6374 


K 


10.2696 


10.3139 


10.3582 


10.4024 


10.4467 


10.4910 


10.5352 


10.5795 


A 


9.2427 


9.2825 


9.3223 


9.3622 


9.4020 


9.4419 


9.4817 


9.5215 j 


K 


8.2157 


8.2511 


8.2865 


8.3219 


8.3574 


8.3928 


8.4282 


8.4636 


If 


7.7022 


7.7354 


7.7686 


7.8018 


7.8350 


7.8682 


7.9014 


7.9346 


T6 


7.1887 


7.2197 


7.2507 


7.2817 


7.3127 


7.3437 


7.3747 


7.4056 


M 


6.6753 


6.7040 


6.7328 


6.7616 


6.7903 


6.8191 


6.8479 


6.8767 ! 


K 


6.1618 


6.1883 


6.2149 


6.2415 


6.2680 


6.2946 


6.3211 


6.3477 


ii 

32 


5.6483 


5.6726 


5. £970 


5.7213 


5.7457 


5.7700 


5.7944 


5.8187 


5 
16 


5.1348 


5.1569 


5.1791 


5.2012 


5.2233 


5.2455 


5.2676 


5.2897 


9 
32 


4.6213 


4.6413 


4.6612 


4.6811 


4.7010 


4.7209 


4.7408 


4.7608 1 


a 


4.3646 


4.3834 


4.4022 


4.4210 


4.4398 


4.4587 


4.4775 


4.4963 j 


M 


4.1079 


4.1256 


4.1433 


4.1610 


4.1787 


4.1964 


4.2141 


4.2318 


M 


3.8511 


3.8677 


3.8843 


3.9009 


3.9175 


3.9341 


3.9507 


3.9673 


32 


3.5944 


3.6099 


3.6254 


3.6408 


3.6563 


3.6718 


3.6873 


3.7028 


13 
61 


3.3376 


3.3520 


3.3664 


3.3808 


3.3952 


3.4096 


3.4239 


3.4383 


3 
16 


3.0809 


3.0942 


3.1074 


3.1207 


3.1340 


3.1473 


3.1606 


3.1738 


Wi 


2.8242 


2.8363 


2.8485 


2.8607 


2.8728 


2.8850 


2.8972 


2.9094 


5 

32 


2.5674 


2.5785 


2.5895 


2.6006 


2.6117 


2.6227 


2.6338 


2.6449 


_9_ 


2.3107 


2.3206 


2.3306 


2.3405 


2.3505 


2.3605 


2.3704 


2.3804 


K 


2.0539 


2.0628 


2.0716 


2.0805 


2.0893 


2.0982 


2.1070 


2.1159 


A 


1.7972 


1.8049 


1.8127 


1.8204 


1 8282 


1.8359 


1.8437 


1.8514 






For r 


aethod of 


using this 


table, see j 


>age 173 







199 



g=i 1=1 B R I El R 



HILL isi s 



WEIGHTS OF PLATES 



«a 








Width in 


Inches 








P s 


60 


60J4 | 


60^ ! 


60 M 


61 


61M 


61J* 


61 % 


2 


33.9960 


34.1377 


34.2793 


34.4210 


34.5626 


34.7043 


34.8459 


34.9876 


iH 


32.9336 


33.0708 ; 


33.2081 


33.3453 


33.4825 


33.6197 


33.7570 


33.8942 


1J-S 


31.8712 


32.0040 


32.1368 


32.2696 


32.4024 


32.5352 


32.6680 


32.8008 


l'tt 


30.8089 


30.9372 


31.0656 


31.1940 


31.3224 


31.4507 


31.5791 


31.7075 


1M 


29.7465 


29.8704 


29.9944 


30.1183 


30.2423 


30.3662 


30.4902 


30.6141 


ltt 


28.6841 


28.8036 


28.9232 


29.0427 


29.1622 


29.2817 


29.4012 


29.5207 


m 


27.6217 


27.7368 


27.8519 


27.9670 


28.0821 


28.1972 


28.3123 


28.4274 


1A 


26.5594 


26.6700 


26.7807 


26.8914 


27.0020 


27.1127 


27.2234 


27.3340 


im 


25.4970 


25.6032 


25.7095 


25.8157 


25.9220 


26.0282 


26.1344 


26.2407 


i a 


24.4346 


24.5364 


24.6382 


24.7401 


24.8419 


24.9437 


25.0455 


25.1473 


iN 


23.3722 


23.4696 


23.5670 


23.6644 


23.7618 


23.8592 


23.9566 


24.0539 


1A 


22.3099 


22.4028 


22.4958 


22.5887 


22.6817 


22.7747 


22.8676 


22.9606 


1M 


21.2475 


21.3360 


21.4246 


21.5131 


21.6016 


21.6902 


21.7787 


21.8672 


1A 


20.1851 


20.2692 


20.3533 


20.4374 


20.5215 


20.6056 


20.6898 


20.7739 


1H 


19.1227 


19.2024 


19.2821 


19.3618 


19.4415 


19.5211 


19.6008 


19.6805 


1A 


18.0604 


18.1356 


18.2109 


18.2861 


18.3614 


18.4366 


18.5119 


18.5871 


l 


16.9980 


17.0688 


17.1397 


17.2105 


17.2813 


17.3521 


17.4230 


17.4938 


15. 

16 


15.9356 


16.0020 


16.0684 


16.1348 


16.2012 


16.2676 


16.3340 


16.4004 


1/k 


14.8732 


14.9352 


14.9972 


15.0592 


15.1211 


15.1831 


15.2451 


15.3071 


H 


13.8109 


13.8684 


13.9260 


13.9835 


14.0411 


14.0986 


14.1561 


14.2137 


H 


12.7485 


12.8016 


12.8547 


12.9079 


12.9610 


13.0141 


13.0672 


13.1203 


H 


11.6861 


11.7348 


11.7835 


11.8322 


11.8809 


11.9296 


11.9783 


12.0270 


« 


10.6237 


10.6680 


10.7123 


10.7565 


10.8008 


10.8451 


10.8893 


10.9336 


A 


9.5614 


9.6012 


9.6411 


9.6809 


9.7207 


9.7606 


9.8004 


9.8402 


H 


8.4990 


8.5344 


8.5698 


8.6052 


8.6407 


8.6761 


8.7115 


8.7469 


if 


7.9678 


8.0010 


8.0342 


8.0674 


8.1006 


8.1338 


8.1670 


8.2002 


T¥ 


7.4366 


7.4676 


7.4986 


7.5296 


7.5606 


7.5916 


7.6225 


7.6535 


32 


6.9054 


6.9342 


6.9630 


6.9918 


7.0205 


7.0493 


7.0781 


7.1068 


H 


6.3742 


6.4008 


6.4274 


6.4539 


6.4805 


6.5070 


6.5336 


6.5602 


T? 


5.8431 


5.8674 


5.8918 


5.9161 


5.9404 


5.9648 


5.9891 


6.0135 


A 


5.3119 


5.3340 


5.3561 


5.3783 


5.4004 


5.4225 


5.4447 


5.4668 


A 


4.7807 


4.8006 


4.8205 


4.8404 


4.8604 


4.8803 


4.9002 


4.9201 


H 


4.5151 


4.5339 


4.5527 


4.5715 


4.5903 


4.6092 


4.6280 


4.6468 


M 


4.2495 


4.2672 


4.2849 


4.3026 


4.3203 


4.3380 


4.3557 


4.3734 


H 


3.9839 


4.0005 


4.0171 


4.0337 


4.0503 


4.0669 


4.0835 


4.1001 


A 


3.7183 


3.7338 


3.7493 


3.7648 


3.7803 


3.7958 


3.8113 


3.8268 


H 


3.4527 


3.4671 


3.4815 


3.4959 


3.5103 


3.5247 


3.5390 


3.5534 


16 


3.1871 


3.2004 


3.2137 


3.2270 


3.2402 


3.2535 


3.2668 


3.2801 


tt 


2.9215 


2.9337 


2.9459 


2.9581 


2.9702 


2.9824 


2.9946 


3.0067 


A 


2.6559 


2.6670 


2.6781 


2.6891 


2.7002 


2.7113 


2.7223 


2.7334 


A 


2.3903 


2.4003 


2.4103 


2.4202 


2.4302 


2.4401 


2.4501 


2.4601 


K 


2.1247 


2.1336 


2.1425 


2.1513 


2.1602 


2.1690 


2.1779 


2.1867 


A 


1.8592 


1.8669 


1.8746 


1.8824 


1.8901 


1.8979 


1.9056 


1.9134 



For method of using this table, see page 173 



200 



i»i 


h B R 


I E, 


R 


H I L L_> G=D D=3 






WEIGHTS OF 


PLATES 








Width in Inches 


62 


62 X 
35.2709 


62K 


62% 


63 


63 M 


63K 


63 % 


2 


35.1292 


35.4125 


35.5542 


35.6958 


35.8375 


35.9791 


36.1208 


lit 


34.0314 


34.1686 


34.3059 


34.4431 


34.5803 


34.7175 


34.8548 


34.9920 


IJ4 


32.9336 


33.0664 


33.1992 


33.3320 


33.4648 


33.5976 


33.7304 


33.8632 


iff 


3 1". 8358 


31.9642 


32.0926 


32.2209 


32.3493 


32.4777 


32.6061 


32.7344 


1M 


30.7381 


30.8620 


30.9859 


31.1099 


31.2338 


31.3578 


31.4817 


31.6057 


ltt 


29.6403 


29.7598 


29.8793 


29.9988 


30.1183 


30.2378 


30.3574 


30.4769 


1*1 


28.5425 


28.6576 


28.7727 


28.8877 


29.0028 


29.1179 


29.2330 


29.3481 


1A 


27.4447 


27.5554 


27.6660 


27.7767 


27.8873 


27.9980 


28.1087 


28.2193 


IK 


26.3469 


26.4531 


26.5594 


26.6656 


26.7719 


26.8781 


26.9843 


27.0906 


1A 


25.2491 


25.3509 


25.4527 


25.5545 


25.6564 


.25.7582 


25.8600 


25.9618 


IK 


24.1513 


24.2487 


24.3461 


24.4435 


24.5409 


24.6382 


24.7356 


24.8330 


1A 


23.0535 


23.1465 


23.2395 


23.3324 


23.4254 


23.5183 


23.6113 


23.7042 


1M 


21.9558 


22.0443 


22.1328 


22.2213 


22.3099 


22.3984 


22.4869 


22.5755 


1A 


20.8580 


20.9421 


21.0262 


21.1103 


21.1944 


21.2785 


21.3626 


21.4467 


IK 


19.7602 


19.8399 


19.9195 


19.9992 


20.0789 


20.1586 


20.2382 


20.3179 


1A 


18.6624 


18.7376 


18.8129 


18.8881 


18.9634 


19.0386 


19.1139 


19.1891 


l 


17.5646 


17.6354 


17.7063 


17.7771 


17.8479 


17.9187 


17.9896 


18.0604 


tf 


16.4668 


16.5332 


16.5996 


16.6660 


16.7324 


16.7988 


16.8652 


16.9316 


K 


15.3690 


15.4310 


15.4930 


15.5549 


15.6169 


15.6789 


15.7409 


15.8028 


13 
16 


14.2712 


14.3288 


14.3863 


14.4439 


14.5014 


14.5590 


14.6165 


14.6741 


Z A 


13.1735 


13.2266 


13.2797 


13.3328 


13.3859 


13.4390 


13.4922 


13.5453 


JJL 
16 


12.0757 


12.1244 


12.1730 


12.2217 


12.2704 


12.3191 


12.3678 


12.4165 


H 


10.9779 


11.0221 


11.0664 


11.1107 


11.1549 


11.1992 


11.2435 


11.2877 


9 
16 


9.8801 


9.9199 


9.9598 


9.9996 


10.0394 


10.0793 


10.1191 


10.1590 


X 


8.7823 


8.8177 


8.8531 


8.8885 


8.9240 


8.9594 


8.9948 


9.0302 


H 


8.2334 


8.2666 


8.2998 


8.3330 


8.3662 


8.3994 


8.4326 


8.4658 


16 


7.6845 


7.7155 


7.7465 


7.7775 


7.8085 


7.8394 


7.8704 


7.9014 


If 


7.1356 


7.1644 


7.1932 


7.2219 


7.2507 


7.2795 


7.3083 


7.3370 


« 


6.5867 


6.6133 


6.6398 


6.6664 


6.6930 


6.7195 


6.7461 


6.7726 


tt 


6.0378 


6.0622 


6.0865 


6.1109 


6.1352 


6.1596 


6.1839 


6.2083 


A 


5.4889 


5.5111 


5.5332 


5.5553 


5.5775 


5.5996 


5.6217 


5.6439 


9 


4.9400 


4.9600 


4.9799 


4.9998 


5.0197 


5.0396 


5.0596 


5.0795 


H 


4.6656 


4.6844 


4.7032 


4.7220 


4.7408 


4.7597 


4.7785 


4.7973 


M 


4.3912 


4.4089 


4.4266 


4.4443 


4.4620 


4.4797 


4.4974 


4.5151 


15 
64 


4.1167 


4.1333 


4.1499 


4.1665 


4.1831 


4.1997 


4.2163 


4.2329 


A 


3.8423 


3.8577 


3.8732 


3.8887 


3.9042 


3.9197 


3.9352 


3.9507 


if 


3.5678 


3.5822 


3.5966 


3.6110 


3.6254 


3.6397 


3.6541 


3.6685 


_3_ 
16 


3.2934 


3.3066 


3.3199 


3.3332 


3.3465 


3.3598 


3.3730 


3.3863 


tt 


3.0189 


3.0311 


3.0433 


3.0554 


3.0676 


3.0798 


3.0920 


3.1041 


A 


2.7445 


2.7555 


2.7666 


2.7777 


2.7887 


2.7998 


2.8109 


2.8219 


A 


2.4700 


2.4800 


2.4899 


2.4999 


2.5099 


2.5198 


2.5298 


2.5397 


K 


2.1956 


2.2044 


2.2133 


2.2221 


2.2310 


2.2398 


2.2487 


2.2575 


ct 


1.9211 


1.9289 


1.9366 


1.9444 


1.9521 


1.9599 


1.9676 


1.9753 






For i 


nethod of 


using this 


table, see page 173 







201 



R I EL R 



H I LL 



isi [=) 



WEIGHTS OF PLATES 











Width in Inches 








P S 


64 


64^ 


uy 2 


64 H 


65 


65M 


65K 


65M 


2 


36.2624 


36.4041 


36.5457 


36.6874 


36.8290 


36.9707 


37.1123 


37.2540 


1H 


35.1292 


35.2664 


35.4036 


35.5409 


35.6781 


35.8153 


35.9525 


36.0898 


IVs 


33.9960 


34.1288 


34.2616 


34.3944 


34.5272 


34.6600 


34.7928 


34.9256 


ltt 


32.8628 


32.9912 


33.1195 


33.2479 


33.3763 


33.5047 


33.6330 


33.7614 


1M 


31.7296 


31.8535 


31.9775 


32.1014 


32.2254 


32.3493 


32.4733 


32.5972 


ltt 


30.5964 


30.7159 


30.8354 


30.9549 


31.0745 


31.1940 


31.3135 


31.4330 


l^ 


29.4632 


29.5783 


29.6934 


29.8085 


29.9236 


30.0387 


30.1537 


30.2688 


1A 


28.3300 


28.4407 


28.5513 


28.6620 


28.7727 


28.8833 


28.9940 


29.1046 


IK 


27.1968 


27.3030 


27.4093 


27.5155 


27.6218 


27.7280 


27.8342 


27.9405 


1A 


26.0636 


26.1654 


26.2672 


26.3690. 


26.4708 


26.5727 


26.6745 


26.7763 


1JS 


24.9304 


25.0278 


25.1252 


25.2226 


25.3199 


25.4173 


25.5147 


25.6121 


1A 


23.7972 


23.8902 


23.9831 


24.0761 


24.1690 


24.2620 


24.3549 


24.4479 


1M 


22.6640 


22.7525 


22.8411 


22.9296 


23.0181 


23.1067 


23.1952 


23.2837 


1A 


21.5308 


21.6149 


21.6990 


21.7831 


21.8672 


21.9513 


22.0354 


22.1195 


IK 


20.3976 


20.4773 


20.5570 


20.6366 


20.7163 


20.7960 


20.8757 


20.9553 


1A 


19.2644 


19.3397 


19.4149 


19.4902 


19.5654 


19.6407 


19.7159 


19.7912 


l 


18.1312 


18.2020 


18.2729 


18.3437 


18.4145 


18.4853 


18.5562 


18.6270 


if 


16.9980- 


17.0644 


17.1308 


17.1972 


17.2636 


17.3300 


17.3964 


17.4628 


Vs 


15.8648 


15.9268 


15.9887 


16.0507 


16.1127 


16.1747 


16.2366 


16.2986 


a 


14.7316 


14.7891 


14.8467 


14.9042 


14.9618 


15.0193 


15.0769 


15.1344 


% 


13.5984 


13.6515 


13.7046 


13.7578 


13.8109 


13.8640 


13.9171 


13.9702 


11 

16 


12.4652 


12.5139 


12.5626 


12.6113 


12.6600 


12.7087 


12.7574 


12.8060 


** 


11.3320 


11.3763 


11.4205 


11.4648 


11.5091 


11.5533 


11.5976 


11.6419 


A 


10.1988 


10.2386 


10.2785 


10.3183 


10.3582 


10.3980 


10.4378 


10.4777 


M 


9.0656 


9.1010 


9.1364 


9.1718 


9.2073 


9.2427 


9.2781 


9.3135 


15 


8.4990 


8.5322 


8.5654 


8.5986 


8.6318 


8.6650 


8.6982 


8.7314 


T6 


7.9324 


7.9634 


7.9944 


8.0254 


8.0563 


8.0873 


8.1183 


8.1493 


H 


7.3658 


7.3946 


7.4233 


7.4521 


7.4809 


7.5097 


7.5384 


7.5672 


3^ 


6.7992 


6.8258 


6.8523 


6.8789 


6.9054 


6.9320 


6.9586 


6.9851 


T2 


6.2326 


6.2569 


6.2813 


6.3056 


6.3300 


6.3543 


6.3787 


6.4030 


5 
16 


5.6660 


5.6881 


5.7103 


5.7324 


5.7545 


5.7767 


5.7988 


5.8209 


A 


5.0994 


5.1193 


5.1392 


5.1592 


5.1791 


5.1990 


5.2189 


5.2388 


64 


4.8161 


4.8349 


4.8537 


4.8725 


4.8913 


4.9102 


4.9290 


4.9478 


M 


4.5328 


4.5505 


4.5682 


4.5859 


4.6036 


4.6213 


4.6390 


4.6567 


U 


4.2495 


4.2661 


4.2827 


4.2993 


4.3159 


4.3325 


4.3491 


4.3657 


A 


3.9662 


3.9817 


3.9972 


4.0127 


4.0282 


4.0437 


4.0592 


4.0747 


H 


3.6829 


3.6973 


3.7117 


3.7261 


3.7404 


3.7548 


3.7692 


3.7836 


A 


3.3996 


3.4129 


3.4262 


3.4394 


3.4527 


3.4660 


3.4793 


3.4926 


64 


3.1163 


3.1285 


3.1407 


3.1528 


3.1650 


3.1772 


3.1893 


3.2015 


5 

32 


2.8330 


2.8441 


2.8551 


2.8662 


2.8773 


2.8883 


2.8994 


2.9105 


A 


2.5497 


2.5597 


2.5696 


2.5796 


2.5895 


2.5995 


2.6095 


2.6194 


H 


2.2664 


2.2753 


2.2841 


2.2930 


2.3018 


2.3107 


2.3195 


2.3284 


VI 


1.9831 


1.9908 


1.9986 


2.0063 


2.0141 


2.0218 


2.0296 


2.0373 



For method of using this table, see page 173 



202 



s 1=1. B R I E R 



H I I_^ L Isl lal 







WEIGHTS OF 


PLATES 






¥ 








Width in Inches 








66 


66M 


66J/£ 


66^ 


67 


67M 


67J* 


67M 


2 


37.3956 


37.5373 


37.6789 


37.8206 


37.9622 


38.1039 


38.2455 


38.3872 


1-tt 


36.2270 


36.3642 


36.5014 


36.6387 


36.7759 


36.9131 


37.0503 


37.1876 


1% 


35.0584 


35.1912 


35.3240 


35.4568 


35.5896 


35.7224 


35.8552 


35.9880 


lit 


33.8898 


34.0181 


34.1465 


34.2749 


34.4032 


34.5316 


34.6600 


34.7884 


1H 


32.7212 


32.8451 


32.9690 


33.0930 


33.2169 


33.3409 


33.4648 


33.5888 


1ft 


31.5525 


31.6721 


31.7916 


31.9111 


32.0306 


32.1501 


32.2696 


32.3892 


1^8 


30.3839 


30.4990 


30.6141 


30.7292 


30.8443 


30.9594 


31.0745 


31.1896 


1A 


29.2153 


29.3260 


29.4366 


29.5473 


29.6580 


29.7686 


29.8793 


29.9900 


iH 


28.0467 


28.1529 


28.2592 


28.3654 


28.4717 


28.5779 


28.6841 


28.7904 


1A 


26.8781 


26.9799 


27.0817 


27.1835 


27.2853 


27.3871 


27.4890 


27.5908 


1H 


25.7095 


25.8069 


25.9042 


26.0016 


26.0990 


26.1964 


26.2938 


26.3912 


1A 


24.5409 


24.6338 


24.7268 


24.8197 


24.9127 


25.0057 


25.0986 


25.1916 


1M 


23.3723 


23.4608 


23.5493 


23.6378 


23.7264 


23.8149 


23.9034 


23.9920 


1A 


22.2036 


22.2877 


22.3718 


22.4560 


22.5401 


22.6242 


22.70*3 


22.7924 


1H 


21.0350 


21.1147 


21.1944 


21.2741 


21.3537 


21.4334 


21.5131 


21.5928 


1A 


19.8664 


19.9417 


20.0169 


20.0922 


20.1674 


20.2427 


20.3179 


20.3932 


l 


18.6978 


18.7686 


18.8395 


18.9103 


18.9811 


19.0519 


19.1228 


19.1936 


H 


17.5292 


17.5956 


17.6620 


17.7284 


17.7948 


17.8612 


17.9276 


17.9940 


K 


16.3606 


16.4225 


16.4845 


16.5465 


16.6085 


16.6704 


16.7324 


16.7944 


« 


15.1920 


15.2495 


15.3071 


15.3646 


15.4221 


15.4797 


15.5372 


15.5948 


M 


14.0234 


14.0765 


14.1296 


14.1827 


14.2358 


14.2889 


14.3421 


14.3952 


16 


12.8547 


12.9034 


12.9521 


13.0008 


13.0495 


13.0982 


13.1469 


13.1956 


5^ 


11.6861 


11.7304 


11.7747 


11.8189 


11.8632 


11.9075 


11.9517 


11.9960 


A 


10.5175 


10.5574 


10.5972 


10.6370 


10.6769 


10.7167 


10.7565 


10.7964 


3^ 


9.3489 


9.3843 


9.4197 


9.4551 


9.4906 


9.5260 


9.5614 


9.5968 


15 
3 2 


8.7646 


8.7978 


8.8310 


8.8642 


8.8974 


8.9306 


8.9638 


8.9970 


A 


8.1803 


8.2113 


8.2423 


8.2732 


8.3042 


8.3352 


8.3662 


8.3972 


13 

32 


7.5960 


7.6248 


7.6535 


7.6823 


7.7111 


7.7398 


7.7686 


7.7974 


N 


7.0117 


7.0382 


7.0648 


7.0914 


7.1179 


7.1445 


7.1710 


7.1976 


11 

32 


6.4274 


6.4517 


6.4761 


6.5004 


6.5248 


6.5491 


6.5734 


6.5978 


_5_ 
16 


5.8431 


5.8652 


5.8873 


5.9095 


5.9316 


5.9537 


5.9759 


5.9980 


A 


5.2588 


5.2787 


5.2986 


5.3185 


5.3384 


5.3584 


5.3783 


5.3982 


H 


4.9666 


4.9854 


5.0042 


5.0230 


5.0419 


5.0607 


5.0795 


5.0983 


M 


4.6745 


4.6922 


4.7099 


4.7276 


4.7453 


4.7630 


4.7807 


4.7984 


*l 


4.3823 


4.3989 


4.4155 


4.4321 


4.4487 


4.4653 


4.4819 


4.4985 


3~2 


4.0901 


4.1056 


4.1211 


4.1366 


4.1521 


4.1676 


4.1831 


4.1986 


13 
64 


3.7980 


3.8124 


3.8268 


3.8412 


3.8555 


3.8699 


3.8843 


3.8987 


3 
16 


3.5058 


3.5191 


3.5324 


3.5457 


3.5590 


3.5722 


3.5855 


3.5988 


64 


3.2137 
















5 
32 


2.9215 
















A 


2.6294 
















3^ 


2.3372 
















A 


2.0451 

















For method of using this table, see page 173 



203 



e: f* 



H I LL e a 



WEIGHTS OF PLATES 



Width in Inches 



2§ 


68 


68^ 


68^ 


68M 


69 


69 M 


69^ 


69^ 


2 


38.5288 


38.6705 


38.8121 


38.9538 


39.0954 


39.2371 


39.3787 


39.5204 


ltf 


37.3248 


37.4620 


37.5992 


37.7364 


37.8737 


38.0109 


38.1481 


38.2853 


IK 


36.1207 


36.2535 


36.3863 


36.5191 


36.6519 


36.7847 


36.9175 


37.0503 


Iff 


34.9167 


35.0451 


35.1735 


35.3018 


35.4302 


35.5586 


35.6869 


35.8153 


1M 


33.7127 


33.8366 


33.9606 


34.0845 


34.2085 


34.3324 


34.4564 


34.5803 


lft 


32.5087 


32.6282 


32.7477 


32.8672 


32.9867 


33.1063 


33.2258 


33.3453 


m 


31.3046 


31.4197 


31.5348 


31.6499 


31.7650 


31.8801 


31.9952 


32.1103 


ia 


30.1006 


30.2113 


30.3220 


30.4326 


30.5433 


30.6539 


30.7646 


30.8753 


1^ 


28.8966 


29.0028 


29.1091 


29.2153 


29.3216 


29.4278 


29.5340 


29.6403 


IA 


27.6926 


27.7944 


27.8962 


27.9980 


28.0998 


28.2016 


28.3034 


28.4052 


1M 


26.4885 


26.5859 


26.6833 


26.7807 


26.8781 


26.9755 


27.0729 


27.1702 


1A 


25.2845 


25.3775 


25.4704 


25.5634 


25.6564 


25.7493 


25.8423 


25.9352 


1H 


24.0805 


24.1690 


24.2576 


24.3461 


24.4346 


24.5232 


24.6117 


24.7002 


l-ft 


22.8765 


22.9606 


23.0447 


23.1288 


23.2129 


23.2970 


23.3811 


23.4652 


1H 


21.6724 


21.7521 


21.8318 


21.9115 


21.9912 


22.0708 


22.1505 


22.2302 


1A 


20.4684 


20.5437 


20.6189 


20.6942 


20.7694 


20.8447 


20.9199 


20.9952 


1 


19.2644 


19.3352 


19.4061 


19.4769 


19.5477 


19.6185 


19.6894 


19.7602 


H 


18.0604 


18.1268 


18.1932 


18.2596 


18.3260 


18.3924 


18.4588 


18.5252 


J4 


16.8563 


16.9183 


16.9803 


17.0423 


17.1042 


17.1662 


17.2282 


17.2902 


H 


15.6523 


15.7099 


15.7674 


15.8250 


15.8825 


15.9401 


15.9976 


16.0551 


54 


14.4483 


14.5014 


14.5545 


14.6077 


14.6608 


14.7139 


14.7670 


14.8201 


TT 


13.2443 


13.2930 


13.3417 


13.3903 


13.4390 


13.4877 


13.5364 


13.5851 


** 


12.0402 


12.0845 


12.1288 


12.1730 


12.2173 


12.2616 


12.3058 


12.3501 


A 


10.8362 


10.8761 


10.9159 


10.9557 


10.9956 


11.0354 


11.0753 


11.1151 


H 


9.6322 


9.6676 


9.7030 


9.7384 


9.7739 


9.8093 


9.8447 


9.8801 


H 


9.0302 


9.0634 


9.0966 


9.1298 


9.1630 


9.1962 


9.2294 


9.2626 


A 


8.4282 


8.4592 


8.4901 


8.5211 


8.5521 


8.5831 


8.6141 


8.6451 


H 


7.8262 


7.8549 


7.8837 


7.9125 


7.9413 


7.9700 


7.9988 


8.0276 


% 


7.2241 


7.2507 


7.2773 


7.3038 


7.3304 


7.3569 


7.3835 


7.4101 


ii 

32 


6.6221 


6.6465 


6.6708 


6.6952 


6.7195 


6.7439 


6.7682 


6.7926 


A 


6.0201 


6.0423 


6.0644 


6.0865 


6.1087 


6.1308 


6.1529 


6.1751 


9 
32 


5.4181 


5.4380 


5.4580 


5.4779 


5.4978 


5.5177 


5.5376 


5.5575 


fi 


5.1171 


5.1359 


5.1547 


5.1735 


5.1924 


5.2112 


5.2300 


5.2488 


M 


4.8161 


4.8338 


4.8515 


4.8692 


4.8869 


4.9046 


4.9223 


4.9400 


15 
61 


4.5151 


4.5317 


4.5483 


4.5649 


4.5815 


4.5981 


4.6147 


4.6313 


A 


4.2141 


4.2296 


4.2451 


4.2606 


4.2761 


4.2916 


4.3070 


4.32.25 


U 


3.9131 


3.9275 


3.9419 


3.9562 


3.9706 


3.9850 


3.9994 


4.0138 


3 
16 

11 
64 

A 
A 

y% 

A 


3.6121 


3.6254 


3.6386 


3.6519 


3.6652 


3.6785 


3.6918 


3.7050 



For method of using this table, see page 173 



204 



B 


b BRIER H I LL bb 


WEIGHTS OF PLATES 




Width in Inches 


70 


70 M 


i 70^ 70M 


71 


71 J€ 


ixvk 


71M 


2 


39.6620 


39.8037 


39.9453 40.0870 


40.2286 


40.3703 


40.5119 


40.6536 


I4t 


38.4226 


38.5598 


38.6970 38.8342 


38.9715 


39.1087 


39.2459 


39.3831 


m 


37.1831 37.3159 


37.4487 37.5815 


37.7143 


37.8471 


37.9799 


38.1127 


m 


35.9437 36.0721 


36.2004 i 36.3288 36.4572 


36.5855 36.7139 


36.8423 


1M 


34.7043 34.8282 


34.9521 35.0761 


35.2000 


35.3240 


35.4479 


35.5719 


1:» 


33.4S48! 33.5843 


33.7038 33.8234 


33.9429 


34.0624 


34.1819 


34.3014 


1^ 


32.2254 32.3405 


32.4556 32.5706 


32.6857 


32.8008 


32.9159 


33.0310 


1* 


30.9859 


31.0966 


31.2073 1 31.3179 


31.4286 


31.5393 


31.6499 


31.7606 


l« 


29.7465 


29.8527 


29.9590 


30.0652 


30.1715 


30.2777 


30.3839 


30.4902 


14 


28.5071 


28.6089 


28.7107 


28.8125 


28.9143 


29.0161 


29.1179 


29.2197 


l^ 


27.2676 


27.3650 


27.4624 


27.5598 


27.6572 


27.7545 


27.8519 


27.9493 


i'A 


26.0282 


26.1211 


26.2141 


26.3071 


26.4000 


26.4930 


26.5859 ! 26.6789 


1M 


24.7888 


24.8773 


24.9658 


25.0543 


25.1429 


25.2314 


25.3199 25.4085 


1A 


23.5493 


23.6334 


23.7175 


23.8016 


23.8857 


23.9698 


24.0539 24.1380 


1H 


22.3099 


22.3896 


22.4692 


22.5489 


22.6286 


22.7083 


22.7879 


22.8676 


1* 


21.0704 


21.1457 


21.2209 


21.2962 


21.3714 


21.4467 


21.5219 


21.5972 


l 


19.8310 


19.9018 


19.9727 


20.0435 


20.1143 


20.1851 


20.2560 


20.3268 


H 


18.5916 


18.6580 


18.7244 


18.7908 


18.8572 


18.9236 


18.9900 


19.0563 


% 


17.3521 


17.4141 


17.4761 


17.5380 


17.6000 


17.6620 


17.7240 


17.7859 


13 
16 


16.1127 


16.1702 


16.2278 


16.2853 


16.3429 


16.4004 


16.4580 


16.5155 


M 


14.8733 


14.9264 


14.9795 


15.0326 


15.0857 


15.1388 


15.1920 


15.2451 


H 


13.6338 


13.6825 


13.7312 


13.7799 


13.8286 


13.8773 


13.9260 


13.9747 


% 


12.3944 


12.4386 


12.4829 


12.5272 


12.5714 


12.6157 


12.6600 


12.7042 


A 


11.1549 


11.1948 


11.2346 


11.2745 


11.3143 


11.3541 


11.3940 


11.4338 


y 2 


9.9155 


9.9509 


9.9863 


10.0217 


10.0572 


10.0926 


10.1280 


10.1634 


u 


9.2958 


9.3290 


9.3622 


9.3954 


9.4286 


9.4618 


9.4950 


9.5282 


a 


8.6761 


8.7070 


8.7380 


8.7690 


8.8000 


8.8310 


8.8620 


8.8930 


H 


8.0563 


8.0851 


8.1139 


8.1427 


8.1714 


8.2002 


8.2290 


8.2578 


H 


7.4366 


7.4632 


7.4897 


7.5163 


7.5429 


7.5694 


7.5960 


7.6225 


H 


6.8169 


6.8413 


6.8656 


6.8899 


6.9143 


6.9386 


6.9630 


6.9873 


A 


6.1972 


6.2193 


6.2415 


6.2636 


6.2857 


6.3079 


6.3300 


6.3521 


A 


5.5775 


5.5974 


5.6173 


5.6372 


5.6571 


5.6771 


5.6970 


5.7169 


H 


5.2676 


5.2864 


5.3052 


5.3240 


5.3429 


5.3617 


5.3805 


5.3993 


M 


4.9578 


4.9755 


4.9932 


5.0109 


5.0286 


5.0463 


5.0640 


5.0817 


H 


4.6479 


4.6645 


4.6811 


4.6977 


4.7143 


4.7309 


4.7475 


4.7641 


A 


4.3380 


4.3535 


4.3690 


4.3845 


4.4000 


4.4155 


4.4310 


4.4465 


U 


4.0282 


4.0426 


4.0569 


4.0713 


4.0857 


4.1001 


4.1145 


4.1289 


A 
H 

A 

6^ 


3.7183 


3.7316 


3.7449 


3.7582 


3.7714 


3.7847 


3.7980 


3.8113 




For method of using this table, see page 173 



205 



!_, !_. i=i i=i 



WEIGHTS OF PLATES 





Width in Inches 


72 


72 M 


72M ! 72M 


73 


73 M 


73^ : 73M 


2 


40.7952 


40.9369 


41.0785 41.2202 


41.3618 


41.5035 


41.6451 41.7868 


HI 


39.5204 


39.6576 


39.7948 39.9320 


40.0692 


40.2065 


40.3437 : 40.4809 


IK 


38.2455 


38.3783 


38.5111 38.6439 


38.7767 


38.9095 


39.0423 39.1751 


1« 


36.9706 


37.0990 


37.2274 37.3558 


37.4841 


37.6125 


37.7409 37.8692 


1% 


35.6958 


35.8197 


35 9437 36.0676 


36.1916 


36.3155 


36.4395 36.5634 


1« 


34.4209 


34.5405 


34.6600 34.7795 


34.8990 


35.0185 


35.1381 35.2576 


IK 


33.1461 


33.2612 


33.3763 33.4914 


33.6065 


33.7216 


33.8366 33.9517 


1A 


31.8712 


31.9819 


32.0926 32.2032 


32.3139 


32.4246 


32.5352 32.6459 


1H 


30.5964 


30.7026 


30.8089 30.9151 


31.0214 


31.1276 


31.2338 31.3401 


1A 


29.3215 


29.4234 


29.5252 29.6270 


29.7288 


29.8306 


29.9324 30.0342 


l^ 


28.0467 


28.1441 


28.2415 28.3389 


28.4362 


28.5336 


28.6310 28.7284 


1A 


26.7718 


26.8648 


26.9578 27.0507 


27.1437 


27.2366 


27.3296 27.4226 


1M 


25.4970 


25.5855 


25.6741 25.7626 


25.8511 


25.9397 


26.0282 26.1167 


1A 


24.2222 


24.3063 


24.3904 24.4745 


24.5586 


24.6427 


24.7268 24.8109 


IK 


22.9473 


23.0270 


23.1067 23.1863 


23.2660 


23.3457 


23.4254 .23.5050 


1A 


21.6724 


21.7477 


21.8230 21.8982 


21.9735 


22.0487 


22.1240 22.1992 


l 


20.3976 


20.4684 


20.5393 20.6101 


20.6809 


20.7517 


20.8226; 20.8934 


if 


19.1227 


19.1891 


19.2555 19.3219 


19.3883 


19.4547 


19.5211 19.5875 


K 


17.8479 


17.9099 


17.9718 18.0338 


18.0958 


18.1578 


18.2197 18.2817 


13 
16 


16.5730 


16.6306 


16.6881 16.7457 


16.8032 


16.8608 


16.9183 16.9759 


M 


15.2982 


15.3513 


15.4044 15.4576 


15.5107 


15.5638 


15.6169 15.6700 


H 


14.0233 


14.0720 


14.1207 14.1694 


14.2181 


14.2668 


14.3155 14.3642 


N 


12.7485 


12.7928 


12.8370 12.8813 


12.9256 


12.9698 


13.0141 13.0584 


9 

16 


11.4736 


11.5135 


11.5533 11.5932 


11.6330 


11.6728 


11.7127 11.7525 


K 


10.1988 


10.2342 


10.2696 10.3050 


10.3405 


10.3759 


10.4113 10.4467 


H 


9 5614 


9.5946 


9.6278 9.6610 


9.6942 


9.7274 


9.7606 9.7938 


A 


8.9240 


8.9549 


8.9859 9.0169 


9.0479 


9.0789 


9.1099; 9.1409 


» 


8.2865 


8 3153 


8.3441 8.3728 


8.4016 


8.4304 


8.4592 8.4879 


N 


7.6491 


7.6757 


7.7022 7.7288 


7.7553 


7.7819 


7.8085 7.8350 


H 


7.0117 


7.0360 


7.0604. 7.0847 


7.1091 


7 1334 


7.1578 7.1821 


5 
16 


6.3742 


6.3964 


6.4185 6.4406 


6.4628 


6.4849 


6.5070 6.5292 


9 
32 


5.7368 


5.7567 


5.7767 5.7966 


5.8165 


5.8364 


5.8563 5.8763 


■64 


5.4181 


5.4369 


5.4557 5.4745 


5.4934 


5.5122 


5.5310 5.5498 


M 


5.0994 


5.1171 


5.1348 5.1525 


5.1702 


5.1879 


5.2056 5.2233 


tt 


4.7807 












IT2 


4 4620 














H 


4.1433 














A 
ii 

"6 4 

-h 

9 

64 

K 


3.8246 















For method of using this table, see page 173 



206 



a isi. B R "I El R 



H I L_^ I_ 



WEIGHTS OF PLATES 



■£a 


Width in Inches 


£ s 


74 


74M 


74K 


74^ 


75 


75M 


75K 75M 


2 


41.9284 


42.0701 


42.2117 


42.3534 


42.4950 


42.6367 


42.7783 


42.9200 


115 
J- 16 


40.6181 


40.7554 


40.8926 


41.0298 


41.1670 


41.3043 


41.4415 


41.5787 


IK 


39.3079 


39.4407 


39.5735 


39.7063 


39.8391 39.9719 


40.1047 


40.2375 


- 1 16 


37.9976 


38.1260 


38.2544 


38.3827 


38.5111 


38.6395 


38.7678 


38.8962 


1M 


36.6874 


36.8113 


36.9352 


37.0592 


37.1831 


37.3071 


37.4310 


37.5550 


1 16 


35.3771 


35.4966 


35.6161 


35.7356 


35.8552 


35.9747 


36.0942 


36.2137 


1% 


34.0668 


34.1819 


34 2970 


34.4121 


34.5272 


34.6423 


34.7574 


34.8725 


1 9 
-•- 16 


32.7566 


32.8672 32.9779 33.0886 


33.1992 


33.3099 


33.4205 


33.5312 


iy 2 


31.4463 


31.5525 31.6588 31.7650 


31.8713 


31.9775 


32.0837 


32.1900 


i a 


30.1360 


30.2378 


30.3397 


30.4415 


30.5433 


30.6451 


30.7469 


30.8487 


1^ 


28.8258 


28.9232 


29.0205 


29.1179 


29.2153 


29.3127 


29.4101 


29.5075 


1 5 
- 1 16 


27.5155 


27.6085 


27.7014 


27.7944 


27.8873 


27.9803 


28.0733 


28.1662 


1M 


26.2053 


26.2938 


26.3823 


26.4708 


26.5594 


26.6479 


26.7364 


26.8250 


1 3 
1 16 


24.8950 


24.9791 


25.0632 


25.1473 


25.2314 


25.3155 


25.3996 


25.4837 


IK 


23.5847 


23.6644 


23.7441 


23.8238 


23.9034 


23.9831 


24.0628 


24.1425 


1 16 


22.2745 


22 3497 


22.4250 


22.5002 


22.5755 


22.6507 


22.7260 


22.8012 




20.9642 


21.0350 


21.1059 


21.1767 


21.2475 


21.3183 


21.3892 


21.4600 


15 
16 


19.6539 


19.7203 


19.7867 


19.8531 


19.9195 


19.9859 


20.0523 


20.1187 


7 A 


18 3437 


18.4056 


18.4676 


18 5296 


18.5916 


18.6535 


18.7155 


18.7775 


13 
16 


17.0334 


17.0910 


17.1485 


17.2060 


17.2636 


17.3211 


17.3787 


17.4362 


M 


15.7232 


15.7763 


15.8294 


15.8825 


15.9356 


15.9887 


16.0419 


16.0950 


ii 

16 


14.4129 


14.4616 


14.5103 14.5590 


14.6077 


14.6563 


14.7050 


14.7537 


K 


13.1026 


13.1469 


13.1912 13.2354 


13.2797 


13.3240 


13.3682 


13.4125 


9 
16 


11.7924 


11.8322 


11.8720 


11.9119 


11.9517 


11.9916 


12.0314 


12.0712 


K 


10.4821 


10.5175 


10.5529 


10.5883 


10.6238 


10.6592 


10.6946 


10.7300 


H 


9.8270 


9.8602 


9.8934 


9.9266 


9 9598 


9.9930 


10.0262 


10.0594 


7 
16 


9.1718 


9.2028 


9.2338 


9.2648 


9.2958 


9.3268 


9.3578 


9.3887 


13 
32 


8.5167 


8.5455 


8.5742 


8.6030 


8.6318 


8.6606 


8.6893 


8.7181 


K 


7.8616 


7.8881 


7.9147 


7.9413 


7.9678 


7.9944 


8.0209 


8.0475 


H 


7.2064 


7.2308 


7.2551 


7.2795 


7.3038 


7.3282 


7.3525 


7.3769 


A 


6.5513 


6.5734 


6.5956 


6.6177 


6.6398 


6.6620 


6.6841 


6.7062 


9 

32 


5.8962 


5.9161 


5.9360 


5.9559 


5.9759 


5.9958 


6.0157 


6.0356 


H 


5.5686 


5.5874 


5.6062 


5.6251 


5.6439 


5.6627 


5.6815 


5.7003 


if 


5.2411 


5.2588 


5.2765 


5.2942 


5.3119 


5.3296 


5.3473 


5.3650 


if 

3 
16 

ii 

61 

ft 

9 

Eli 


















y 8 



















For method of using this table, see page 173 

207 



HI L,L isi is 



WEIGHTS OF PLATES 



O CO 








Width in Inches 








gs 


76 


76M 


76^ 76M ! 77 77M 77^ 


77^ 


2 


43.0616 


43.2033 


43 . 3449 43 . 4866 ! 43 . 6282 43 . 7699 43 . 9115 


44.0532 


1« 


41.7159 


41.8531 


41.9904 42.1276 42.2648 42.4020 42.5393 


42.6765 


1^ 


40.3702 


40.5030 


40.6358 40.7686 40.9014 41.0342 41.1670 


41.2998 


1» 


39.0246 


39.1529 


39.2813 39.4097 39.5381 39.6664 39.7948 


39.9232 


1M 


37.6789 


37.8028 


37.9268 


38.0507 38.1747 38.2986 38.4226 


38.5465 


ifi 


36.3332 


36.4527 


36.5723 


36.6918 36.8113 36.9308 37.0503 


37.1698 


l** 


34.9875 


35.1026 


35.2177 35.3328 35.4479 35 5630 35.6781 


35.7932 


1A 


33.6419 


33.7525 


33.8632 33.9739 34.0845 34.1952 34.3059 


34.4165 


1H 


32.2962 


32.4024 


32.5087 


32 . 6149 32 . 7212 32 . 8274 32 . 9336 


33.0399 


1A 


30.9505 


31.0523 


31.1541 


31.2560 31.3578 31.4596 | 31.5614 


31.6632 


m 


29.6048 


29.7022 


29.7996 


29.8970 29.9944 30.0918 30.1892 


30.2865 


1A 


28.2592 


28.3521 


28.4451 28.5380 28 6310 28.7240 ! 28.8169 


28.9099 


1M 


26.9135 


27.0020 


27.0906 27.1791 27.2676 27.3562 27.4447 


27.5332 


1A 


25.5678 


25.6519 


25.7360 25.8201 25.9042 : 25.9883 26.0725 


26.1566 


iH 


24.2221 


24.3018 


24.3815 24.4612 24.5409 24.6205 


24.7002 


24.7799 


1A 


22.8765 


22.9517 


23.0270 23.1022 23.1775 23.2527 


23.3280 


23.4032 


l 


21.5308 


21.6016 


21.6725 . 21.7433 21.8141 21.8849 \ 21.9558 


22.0266 


if 


20.1851 


20.2515 


20.3179 20.3843 20.4507 20.5171 ; 20.5835 


20.6499 


% 


18.8394 


18.9014 


18.9634 19.0254 19.0873 19.1493 19.2113 


19.2733 


13 

X* 


17.4938 


17.5513 


17.6089 17.6664 17.7240 17.7815 17.8390 


17.8966 


K 


16.1481 


16.2012 


16.2543 16.3075 16.3606 16.4137 16.4668 


16.5199 


il 

16 


14.8024 


14.8511 


14.8998 14.9485 14.9972 15.0459 15.0946 


15.1433 


^ 


13.4567 


13.5010 


13.5453 13.5895 13.6338 13.6781 13.7223 


13.7666 


A 


12.1111 


12.1509 


12.1908 | 12.2306 


12.2704 


12.3103 


12.3501 


12.3899 


H 


10.7654 


10.8008 


10.8362 


10.8716 


10.9071 


10.9425 


10.9779 


11.0133 


H 


10.0926 


10.1258 


10.1590 


10.1922 


10.2254 


10.2586 


10.2918 


10.3250 


A 


9.4197 


9.4507 


9.4817 


9.5127 


9.5437 j 9.5747 


9.6056 


9.6366 


U 


8.7469 


8.7757 


8.8044! 8.8332! 8.8620 8.8907 8.9195 


8.9483 


N 


8.0740 


8.1006 


8.1272 8.1537 8.1803 8.2068 8.2334 


8.2600 


» 


7.4012 


7.4256 


7.4499 


7.4742 


7.4986 


7.5229 7.5473 


7.5716 


A 


6.7284 


6.7505 


6.7726 


6.7948 


6.8169 


6.8390 


6.8612 


6.8833 


A 


6.0555 


6.0755 


6.0954 


6.1153 


6.1352 


6.1551 


6.1751 


6.1950 


A*. 
61 


5.7191 


5.7379 


5.7567 


5.7756 


5.7944 


5.8132 


5.8320 


5.8508 


if 

A 
if 

3 
T6 

tt 

A 

A 
Vs 
A 


5.3827 


5.4004 


5.4181 


5.4358 


5.4535 


5.4712 


5.4889 


5.5066 



For method of using this table, see page 173 



208 



[=3 & B R I E, R 



HILL i=] 1=1 







WEIGHTS OF 


PLATES 






si 


Width in Inches 


78 


78^ 


78M 


78M 


79 


79M 


79J^ 


79M 


2 


44.1948 


44.3365 


44.4781 


44.6198 


44.7614 


44.9031 


45.0447 


45.1864 


lit 


42.8137 


42.9509 


43.0882 


43.2254 


43.3626 


43.4998 


43.6371 


43.7743 


1% 


41.4326 


41.5654 


41.6982 


41.8310 


41.9638 


42.0966 


42.2294 


42.3622 


ltt 


40.0515 


40.1799 


40.3083 


40.4366 


40.5650 


40.6934 


40.8218 


40.9501 


1M 


38.6705 


38.7944 


38.9183 


39.0423 


39.1662 


39.2902 


39.4141 


39.5381 


ltt 


37.2894 


37.4089 


37.5284 


37.6479 


37.7674 


37.8869 


38.0065 


38.1260 


1*1 


35.9083 


36.0234 


36.1385 


36.2535 


36.3686 


36.4837 


36.5988 


36.7139 


1A 


34.5272 


34.6379 


34.7485 


34.8592 34.9698 


35.0805 


35.1912 


35.3018 


iy 2 


33.1461 


33.2523 


33.3586 


33.4648 


33.5711 


33.6773 


33.7835 


33.8898 


1A 


31.7650 


31.8668 


31.9686 


32.0704 


32.1723 


32.2741 


32.3759 


32.4777 


1« 


30.3839 


30.4813 


30.5787 


30.6761 


30.7735 


30.8708 


30.9682 


31.0656 


1A 


29.0028 


29.0958 


29.1888 


29.2817 


29.3747 


29.4676 


29.5606 


29.6535 


1M 


27.6218 


27.7103 


27.7988 


27.8873 


27.9759 


28.0644 


28.1529 


28.2415 


1A 


26.2407 


26.3248 


26.4089 


26.4930 


26.5771 


26.6612 


26.7453 


26.8294 


1M 


24! 8596 


24.9393 


25.0189 


25.0986 


25.1783 


25.2580 


25.3376 


25.4173 


l-A 


23.4785 


23.5537 


23.6290 


23.7042 


23.7795 


23.8547 


23.9300 


24.0052 


l 


22.0974 


22.1682 


22.2391 


22.3099 


22.3807 


22.4515 


22.5224 


22.5932 


if 


20.7163 


20.7827 


20.8491 


20.9155 


20.9819 


21.0483 


21.1147 


21.1811 


% 


19.3352 


19.3972 


19.4592 


19.5211 


19.5831 


19.6451 


19.7071 


19.7690 


if 


17.9541 


18.0117 


18.0692 


18.1268 


18.1843 


18.2419 


18.2994 


18.3570 


H 


16.5731 


16.6262 


16.6793 


16.7324 


16.7855 


16.8386 


16.8918 


16.9449 


tt 


15.1920 


15.2407 


15.2893 


15.3380 


15.3867 


15.4354 


15.4841 


15.5328 


H 


13.8109 


13.8551 


13.8994 


13.9437 


13.9879 


14.0322 


14.0765 


14.1207 


A 


12.4298 


12.4696 


12.5095 


12.5493 


12.5891 


12.6290 


12.6688 


12.7087 


H 


11.0487 


11.0841 


11.1195 


11.1549 


11.1904 


11.2258 


11.2612 


11.2966 


U 


10.3582 


10.3914 


10.4246 


10.4578 


10.4910 


10.5242 


10.5574 


10.5906 


A 


9.6676 


9.6986 


9.7296 


9.7606 


9.7916 


9.8225 


9.8535 


9.8845 


tt 


8.9771 


9.0058 


9.0346 


9.0634 


9.0922 


9.1209 


9.1497 


9.1785 


N 


8.2865 


8.3131 


8.3396 


8.3662 


8.3928 


8.4193 


8.4459 


8.4724 


tt 


7.5960 


7.6203 


7.6447 


7.6690 


7.6934 


7.7177 


7.7421 


7.7664 


A 


6.9054 


6.9276 


6.9497 


6.9718 


6.9940 


7.0161 


7.0382 


7.0604 


A 


6.2149 


6.2348 


6.2547 


6.2747 


6.2946 


6.3145 


6.3344 


6.3543 


64 


5.8696 


5.8884 


5.9072 


5.9261 


5.9449 


5.9637 


5.9825 


6.0013 


tt 

A 
tt 

A 
tt 

A 

A 

6^ 


5.5244 


5.5421 


5.5598 


5.5775 


5.5952 


5.6129 


5.6306 


5.6483 



For method of using this table, see page 173 



209 



r=a 


e=d B R I E^ R H 


L L^ L_^ i=i i=] 


WEIGHTS OF PLATES 




Width in Inches 






80 


80M 


soy 2 


80M 


81 


81M 


8iy 2 


81 % 


2 


45.3280 


45.4697 


45.6113 


45.7530 


45.8946 


46.0363 


46 1779 


46.3196 


iff 


43.9115 


44.0487 44.1859 44.3232 


44.4604 


44.5976 


44.7348 


44.8721 


IVa 


42.4950 42.6278 ' : 42.7606 j 42.8934 


43.0262 


43.1590 


43.2918 


43.4246 


1H 


41.0785 41.2069 41.3352 41.4636 


41.5920 


41.7204 


41.8487 


41.9771 


1M 


39.6620 39.7859 


39.9099 


40.0338 


40.1578 


40.2817 


40.4057 


40.5296 


1» 


38.2455 '38.3650 


38.4845 38.6040 


38.7236 


38.8431 


38.9626 


39.0821 


IVa 


36.8290 36.9441 37.0592 ■ 37.1743 


37.2894 


37.4045 


37.5195 


37.6346 


14 


35.4125 35.5232 35.6338 35.7445 


35.8552 


35.9658 


36.0765 


36.1871 


1H 


33.9960 34.1022 34.2085 | 34.3147 


34.4210 


34.5272 


34.6334 


34.7397 


14 


32.5795 32.6813 32.7831 


32.8849 


32.9867 


33.0886 


33.1904 


33.2922 


1% 


31.1630 31.2604 31.3578 


31.4552 


31.5525 


31.6499 


31.7473 


31.8447 


14 


29.7465 29.8395 29.9324 30.0254 


30.1183 


30.2113 


30.3042 


30.3972 


1M 


28.3300 28.4185 28.5071 28.5956 


28.6841 


28.7727 


28.8612 


28.9497 


14 


26.9135 \ 26.9976 27.0817 i 27.1658 


27.2499 


27.3340 


27.4181 


27.5022 


1« 


25.4970 25.5767 25.6564 25.7360 


25.8157 


25.8954 


25.9751 


26.0547 


14 


24.0805 24.1558 24.2310 24.3063 


24.3815 


24.4568 


24.5320 


24.6073 


i 


22.6640 ! 22.7348 22.8057 22.8765 


22.9473 


23.0181 


23.0890 


23.1598 


H 


21 . 2475 21 . 3139 21 . 3803 21 . 4467 


21.5131 


21.5795 


21.6459 


21.7123 


Vs 


19.8310 19.8930 19.9549 20.0169 


20.0789 


20.1409 


20 2028 


20.2648 


H 


18.4145 18.4720 18.5296 18.5871 


18.6447 


18.7022 


18.7598 


18.8173 


M 


16.9980 17.0511 17.1042 17.1574 


17.2105 


17.2636 


17.3167 


17.3698 


tt 


15.5815 1 15.6302 | 15.6789 15.7276 


15.7763 


15.8250 


15.8737 


15.9223 


« 


14.1650 14.2093 14.2535 14.2978 


14.3421 


14.3863 


14.4306 


14.4749 


4 


12.7485; 12.7883 j 12.8282 12.8680 


12.9079 


12.9477 


12.9875 


13.0274 


y 2 


11.3320 11.3674 11.4028 11.4382 


11.4737 


11.5091 


11.5445 


11.5799 


u 


10.6238 


10.6569 10.6901 10.7233 


10.7565 


10.7897 


10.8229 


10.8561 


4 


9.9155 


9.9465 9.9775 10.0085 


10.0394 


10.0704 


10.1014 


10.1324 


13 
32 


9.2072 


9.2360 9.2648 9.2936 


9.3223 


9.3511 


9.3799 


9.4087 


N 


8.4990 


8.5256 8.5521 8.5787 


8.6052 


8.6318 


8.6584 


8.6849 


ft 


7.7907 


7.8151 


7.8394 7.8638 


7.8881 


7.9125 


7.9368 


7.9612 


5 
16 


7.0825 7.1046 


7.1268 7.1489 


7.1710 


7.1932 


7.2153 


7.2374 


4 


6.3742 6.3942 


6.4141 6.4340 


6.4539 


6.4738 


6.4938 


6.5137 


H 


6.0201: 6.0389 


6.0577 6.0766 


6.0954 


6.1142 


6.1330 


6.1518 


H 
M 

4 
M 

3 
16 

H 

4 

9 
64 

4 


5.6660 5.6837 5.7014 5.7191 

■ 


5.7368 


5.7545 


5.7722 


5.7899 




For method of using this table, see r 


age 173 





210 



Hal 0=11 - B R I E, R 



H I L_ I_^ 1=1 i=i 



WEIGHTS OF PLATES 



■Sa 








Width in Inches 








as 


82 


82M 


82^ 


82% 


83 


83M 


833^ 


83% 


2 


46.4612 


46.6029 


46.7445 


46.8862 


47.0278 


47.1695 


47.3111 


47.4528 


1H 


45.0093 


45.1465 


45.2837 


45.4210 


45.5582 


45.6954 


45.8326 


45.9699 


IK 


43.5574 


43.6902 


43.8230 


43.9558 


44.0886 


44.2214 


44.3542 


44.4870 


lit 


42.1055 


42.2338 


42.3622 


42.4906 


42.6189 


42.7473 


42.8757 


43.0041 


1M 


40.6536 


40.7775 


40.9014 


41.0254 


41.1493 


41.2733 


41.3972 


41.5212 


m 


39.2016 


39.3212 


39.4407 


39.5602 


39.6797 


39.7992 


39.9187 


40.0383 


m 


37.7497 


37.8648 


37.9799 


38.0950 


38.2101 


38.3252 


38.4403 


38.5554 


1& 


36.2978 


36.4085 


36.5191 


36.6298 


36.7405 


36.8511 


36.9618 


37.0725 


1H 


34.8459 


34.9521 


35.0584 


35.1646 


35.2709 


35.3771 


35.4833 


35.5896 


i A 


33.3940 


33.4958 


33.5976 


33.6994 


33.8012 


33.9030 


34.0049 


34.1067 


1M 


31.9421 


32.0395 


32.1368 


32.2342 


32.3316 


32.4290 


32.5264 


32.6238 


1A 


30.4902 


30.5831 


30.6761 


30.7690 


30.8620 


30.9550 


31.0479 


31.1409 


1M 


29.0383 


29.1268 


29.2153 


29.3038 


29.3924 


29.4809 


29.5694 


29.6580 


1A 


27.5863 


27.6704 


27.7545 


27.8387 


27.9228 


28.0069 


28.0910 


28.1751 


m 


26.1344 


26.2141 


26.2938 


26.3735 


26.4531 


26.5328 


26.6125 


26.6922 


i* 


24.6825 


24.7578 


24.8330 


24.9083 


24.9835 


25.0588 


25.1340 


25.2093 


i 


23.2306 


23.3014 


23.3723 


23.4431 


23.5139 


23.5847 


23.6556 


23.7264 


« 


21.7787 


21.8451 


21.9115 


21.9779 


22.0443 


22.1107 


22.1771 


22.2435 


& 


20.3268 


20.3887 


20.4507 


20.5127 


20.5747 


20.6366 


20.6986 


20.7606 


« 


18.8749 


18.9324 


18.9900 


19.0475 


19.1050 


19.1626 


19.2201 


19.2777 


M 


17.4230 


17.4761 


17.5292 


17.5823 


17.6354 


17.6885 


17.7417 


17.7948 


tt 


15.9710 


16.0197 


16.0684 


16.1171 


16.1658 


16.2145 


16.2632 


16.3119 


% 


14.5191 


14.5634 


14.6077 


14.6519 


14.6962 


14.7405 


14.7847 


14.8290 


A 


13.0672 


13.1071 


13.1469 


13.1867 


13.2266 


13.2664 


13.3062 


13.3461 


3^ 


11.6153 


11.6507 


11.6861 


11.7215 


11.7570 


11.7924 


11.8278 


11.8632 


U 


10.8893 


10.9225 


10.9557 


10.9889 


11.0221 


11.0553 


11.0885 


11.1217 


A 


10.1634 


10.1944 


10.2254 


10.2563 


10.2873 


10.3183 


10.3493 


10.3803 


13 
32 


9.4374 


9.4662 


9.4950 


9.5237 


9.5525 


9.5813 


9.6101 


9.6388 


Vs 


8.7115 


8.7380 


8.7646 


8.7912 


8.8177 


8.8443 


8.8708 


8.8974 


tt 


7.9855 


8.0099 


8.0342 


8.0586 


8.0829 


8.1072 


8.1316 


8.1559 


A 


7.2596 


7.2817 


7.3038 


7.3260 


7.3481 


7.3702 


7.3924 


7.4145 


3% 


6.5336 


6.5535 


6.5734 


6.5934 


6.6133 


6.6332 


6.6531 


6.6730 


H 


6.1706 


6.1894 


6.2083 


6.2271 


6.2459 


6.2647 


6.2835 


6.3023 


J* 
H 

U 

3 


5.8077 


5.8254 


5.8431 


5.8608 


5.8785 


5.8962 


5.9139 


5.9316 


16 

2 

_§_ 

64 



















For method of using this table, see page 173 
211 









I E, R HILL s s 




WEIGHTS OF PLATES 






Width in Inches 


84 


84 M 


84^ 


84^ 


85 


85M 


85^ 


85M 


2 


47.5944 


47.7361 


47.8777 


48.0194 


48.1610 


48.3027 


48.4443 


48.5860 


1H 


46.1071 


46.2443 


46.3815 


46.5187 


46.6560 


46.7932 


46.9304 


47.0676 


1% 


44.6197 


44.7525 


44.8853 45.0181 45.1509 


45.2837 


45.4165 


45.5493 


1» 


43.1324 


43.2608 


43.3892 43.5175 43.6459 


43.7743 


43.9026 


44.0310 


1M 


41.6451 


41.7690 


41.8930 


42.0169 


42.1409 


42.2648 


42.3888 


42.5127 


ltt 


40.1578 


40.2773 


40.3968 


40.5163 


40.6358 


40.7554 


40.8749 


40.9944 


l** 


38.6704 


38.7855 


38.9006 39.0157 39.1308 


39.2459 


39.3610 39.4761 


1A 


37.1831 


37.2938 


37.4045 


37.5151 137.6258 


37.7364 


37.8471 37.9578 


IK 


35.6958 


35.8020 


35.9083 


36.0145 


36.1208 


36.2270 


36.3332 


36.4395 


1A 


34.2085 


34.3103 


34.4121 


34.5139 


34.6157 


34.7175 


34.8193 


34.9211 


IN 


32.7211 


32.8185 


32.9159 


33.0133 


33.1107 


33.2081 


33.3055 


33.4028 


1A 


31.2338 


31.3268 


31.4197 


31.5127 31.6057 


31.6986 


31.7916 


31.8845 


1M 


29.7465 


29.8350 


29.9236 


30.0121 30.1006 


30.1892 


30.2777 


30.3662 


1A 


28.2592 


28.3433 


28.4274 


28.5115 


28.5956 


28.6797 


28.7638 


28.8479 


IVs 


26.7718 


26.8515 


26.9312 


27.0109 


27.0906 


27.1702 


27.2499 


27.3296 


1A 


25.2845 


25.3598 


25.4350 


25.5103 


25.5855 


25.6608 


25.7360 


25.8113 


l 


23.7972 


23.8680 


23.9389 


24.0097 


24.0805 


24.1513 


24.2222 


24.2930 


15 
16 


22.3099 


22.3763 


22.4427 


22.5091 22.5755 


22.6419 


22.7083 


22.7747 


% 


20.8225 


20.8845 


20.9465 


21.0085 


21.0704 


21.1324 


21.1944 


21.2564 


16 


19.3352 


19.3928 


19.4503 


19.5079 


19.5654 


19.6230 


19.6805 


19.7380 


« 


17.8479 


17.9010 


17.9541 


18.0073 


18.0604 


18.1135 


18.1666 


18.2197 


16 


16.3606 


16.4093 


16.4580 


16.5066 


16.5553 


16.6040 


16.6527 


16.7014 


H 


14.8732 


14.9175 


14.9618 


15.0060 15.0503 


15.0946 


15.1388 


15.1831 


T6 


13.3859 


13.4258 


13.4656 


13.5054 13.5453 


13.5851 


13.6250 


13.6648 


M 


11.8986 


11.9340 


11.9694 


12.0048 12.0403 


12.0757 


12.1111 


12.1465 


15. 

32 


11.1549 


11.1881 


11.2213 


11.2545, 11.2877 


11.3209 


11.3541 


11.3873 


T6 


10.4113 


10.4423 


10.4732 


10.5042 


10.5352 


10.5662 


10.5972 


10.6282 


» 


9.6676 


9.6964 


9.7252 


9.7539 


9.7827 


9.8115 


9.8402 


9.8690 


^8 


8.9239 


8.9505 


8.9771 


9.0036 


9.0302 


9.0567 


9.0833 


9.1099 


32 


8.1803 


8.2046 


8.2290 


8.2533 


8.2777 


8.3020 


8.3264 


8.3507 


A 


7.4366 


7.4588 


7.4809 


7.5030 


7.5252 


7.5473 


7.5694 


7.5916 


9 
32 


6.6930 


6.7129 


6.7328 


6.7527 


6.7726 


6.7926 


6.8125 


6.8324 


64~ 


6.3211 


6.3399 


6.3588 


6.3776 


6.3964 


6.4152 


6.4340 


6.4528 


14 

n 

H 
ii 

64 


5.9493 


5.9670 


5.9847 


6.0024 


6.0201 


6.0378 


6 0555 


6.0732 






For m 


;thod of using this table, see page 173 





212 



WEIGHTS OF PLATES 



■8 8 


Width in Inches 




86 


86^ 


86^ 


86M 


87 


87M 


87^ 


87M 


2 


48.7276 


48.8693 


49.0109 


49.1526 


49.2942 


49.4359 


49.5775 


49.7192 


1M 


47.2049' 


47.3421 


47.4793 


47.6165 


47.7538 


47.8910 


48.0282 


48.1654 


1% 


45.6821 


45.8149 


45.9477 


46.0805 


46.2133 


46.3461 


46.4789 


46.6117 


1« 


44.1594 


44.2878 


44.4161 


44.5445 


44.6729 


44.8012 


44.9296 


45.0580 


1M 


42.6367 


42.7606 


42.8845 


43.0085 


43.1324 


43.2564 


43.3803 


43.5043 


i» 


41.1139 


41.2334 


41.3529 


41.4725 


41.5920 


41.7115 


41.8310 


41.9505 


i 5 A 


39.5912 


39.7063 


39.8214 


39.9364 


40.0515 


40.1666 


40.2817 


40.3968 


1A 


38.0684 


38.1791 


38.2898 


38.4004 


38.5111 


38.6218 


38.7324 


38.8431 


1H 


36.5457 


36.6519 


36.7582 


36.8644 


36.9707 


37.0769 


37.1831 


37.2894 


1A 


35.0230 


35.1248 


35.2266 


35.3284 


35.4302 


35.5320 


35.6338 


35.7356 


1% 


33.5002 


33.5976 


33.6950 


33.7924 


33.8898 


33.9871 


34.0845 


34.1819 


1A 


31.9775 


32.0704 


32.1634 


32.2564 


32.3493 


32.4423 


32.5352 


32.6282 


lJi 


30.4548 


30.5433 


30.6318 


30.7203 


30.8089 


30.8974 


30.9859 


31.0745 


1A 


28.9320 


29.0161 


29.1002 


29.1843 


29.2684 


29.3525 


29.4366 


29.5207 


IK 


27.4093 


27.4890 


27.5686 


27.6483 


27.7280 


27.8077 


27.8873 


27.9670 


1A 


25.8865 


25.9618 


26.0370 


26.1123 


26.1875 


26.2628 


26.3380 


26.4133 


l 


24.3638 


24.4346 


24.5055 


24.5763 


24.6471 


24.7179 


24.7888 


24.8596 


H 


22.8411 


22.9075 


22.9739 


23.0403 


23.1067 


23.1731 


23.2395 


23.3058 


% 


21.3183 


21.3803 


21.4423 


21.5042 


21.5662 


21.6282 


21.6902 


21.7521 


H 


19.7956 


19.8531 


19.9107 


19.9682 


20.0258 


20.0833 


20.1409 


20.1984 


M 


18.2729 


18.3260 


18.3791 


18.4322 


18.4853 


18.5384 


18.5916 


18.6447 


16 


16.7501 


16.7988 


16.8475 


16.8962 


16.9449 


16.9936 


17.0423 


17.0910 


H 


15.2274 


15.2716 


15.3159 


15.3602 


15.4044 


15.4487 


15.4930 


15.5372 


A 


13.7046 


13.7445 


13.7843 


13.8242 


13.8640 


13.9038 


13.9437 


13.9835 


H 


12.1819 


12.2173 


12.2527 


12.2881 


12.3236 


12.3590 


12.3944 


12.4298 


H 


11.4205 


11.4537 


11.4869 


11.5201 


11.5533 


11.5865 


11.6197 


11.6529 


A 


10.6592 


10.6901 


10.7211 


10.7521 


10.7831 


10.8141 


10.8451 


10.8761 


If 


9.8978 


9.9266 


9.9553 


9.9841 


10.0129 


10.0417 


10.0704 


10.0992 


H 


9.1364 


9.1630 


9.1895 


9.2161 


9.2427 


9.2692 


9.2958 


9.3223 


H 


8.3751 


8.3994 


8.4237 


8.4481 


8.4724 


8.4968 


8.5211 


8.5455 


A 


7.6137 


7.6358 


7.6580 


7.6801 


7.7022 


7.7244 


7.7465 


7.7686 


A 


6.8523 


6.8722 


6.8922 


6.9121 


6.9320 


6.9519 


6.9718 


6.9918 


17 
64 


6.4716 


6.4904 


6.5093 


6.5281 


6.5469 


6.5657 


6.5845 


6.6033 


if 

A 
U 
A 
tt 

A 

A 
A 


6.0910 


6.1087 


6.1264 


6.1441 


6.1618 


6.1795 


6.1972 


6.2149 



For method of using this table, see page 173 



213 



[==i t=i B HILL e@ 






WEIGHTS OF PLATES 


|s 




Width in Inches 


3g 


88 


88M 88M | 88M 


89 89M 893^ 


89M 


2 
Iff 

IK 

lit 

m 


49.8608 
48.3027 
46.7445 
45.1863 
43.6282 


50.0025 50.1441 I 50.2858 
48.4399 48.5771 '48.7143 
46.8773 47.0101 47.1429 
45.3147 45.4431 45.5715 
43.7521 43.8761 44.0000 


50.4274f 50.5691 
48.8515 '48.9888 
47.2757 47.4085 
45.6998 45.8282 
44.1240 144.2479 


50.7107 
49.1260 
47.5413 
45.9566 
44.3719 


50.8524 
49.2632 
47.6741 
46.0849 
44.4958 



1 H 42 . 0700 ! 42 . 1896 42 . 3091 42 . 4286 42 . 5481 42 . 6676 42 . 7872 42 . 9067 

1 5 A 40.5119 j 40.6270 J 40.7421 40.8572 i 40.9723 | 41.0874 41.2024 41.3175 

1 A 38.9537 39.0644 39.1751 39.2857 j 39.3964 39.5071 39.6177 39.7284 

\Y% 37.3956 37.5018 37.6081 37.7143 37.8206 37.9268 38.0330 38.1393 

J& 35.8374 35.9393 36.0411 36.1429 36.2447 36.3465 36.4483 36.5501 



1H 

1A 

IK 

1H 

if* 
l 
H 



34.2793 34.3767 34.4741 | 34.5715 | 34.6688 34.7662 34.8636 j 34.9610 
32.7211 32.8141 32.9071 33.0000 33.0930 33.1859 33.2789 i 33.3719 
31.1630 j 31.2515 | 31.3401 31.4286 31.5171 31.6057 j 31.6942 31.7827 
29.6049 29.6890 | 29.7731 j 29.8572 j 29.9413 i 30.0254 30.1095 I 30.1936 
28.0467 28.1264 [ 28.2061 28.2857 [ 28.3654 | 28.4451 j 28.5248 28.6044 

26.4885 ! 26.5638 ! 26.6391 26.7143 I 26.7896 26.8648 I 26.9401 27.0153 

24.9304 25.0012 25.0721 25.1429 25.2137 25.2845 25.3554 ; 25.4262 

23.3722 23.4386 23.5050 23.5714 23.6378 23.7042 23.7706 23.8370 

21.8141 21.8761 21.9380 22.0000 22.0620 22.1240 22.1859 22.2479 

20.2559 20.3135 20.3710 20.4286 20.4861 20.5437 20.6012 20.6588 



18.6978 18.7509 
17.1396 | 17.1883 
15.5815 [15.6258 
14.0233 j 14.0632 
12.4652 ! 12.5006 



11.6861 


11.7193 


10.9071 


10.9380 


10.1280 


10.1567 


9.3489 


9.3755 


8.5698 


8.5942 



7.7907! 7.8129 

7.0117 j 7.0316 

6.6221 i 6.6409 

6.2326 6.2503 



18.8040 
17.2370 
15.6700 
14.1030 
12.5360 

11.7525 

10.9690 

10.1855 

9.4020 

8.6185 

7.8350 
7.0515 
6.6598 
6.2680 



18.8572 
17.2857 
15.7143 
14.1429 
12.5714 

11.7857 
11.0000 
10.2143 

9.4286 
8.6429 

7.8571 
7.0714 
6.6786 
6.2857 



18.9103 
17.3344 
15.7586 
14.1827 
12.6069 

11.8189 
11.0310 
10.2431 

9.4551 
8.6672 

7.8793 
7.0914 
6.6974 
6.3034 



18.9634 
17.3831 
15.8028 
14.2225 
12.6423 

11.8521 

11.0620 

10.2718 

9.4817 

8.6916 

7.9014 
7.1113 
6.7162 
6.3211 



19.0165 19.0696 
17.4318 i 17.4805 
15.8471 ! 15.8914 
14.2624 14.3022 
12.6777 12.7131 

11.8853 11.9185 

11.0930 11.1240 

10.3006 10.3294 

9.5083 9.5348 

8.7159: 8.7402 



7.9235 
7 1312 
6.7350 
6.3388 



7.9457 
7.1511 
6.7538 
6.3565 



For method of using this table, see page 173 
214 



. & 


^ BRIER MIL^L_ Q=i r~) 


WEIGHTS OF PLATES 


ll 


Width in Inches 


90 


90M 


90^ 


90M 


91 


91M 


9iy 2 


91M 


2 


50.9940 


51.1357 


51.2773 


51.4190 


51.5606 


51.7023 


51.8439 


51.9856 


1« 


49.4004 


49.5377 


49.6749 


49.8121 


49.9493 


50.0866 


50.2238 


50.3610 


1% 


47.8069 


47.9397 


48.0725 


48.2053 


48.3381 


48.4709 


48.6037 


48.7365 


Iff 


46.2133 


46.3417 


46.4701 


46.5984 


46.7268 


46.8552 


46.9835 


47.1119 


1M 


44.6198 


44.7437 


44.8676 


44.9916 


45.1155 


45.2395 


45.3634 


45.4874 


ltt 


43.0262 


43.1457 


43.2652 


43.3847 


43.5043 


43.6238 


43.7433 


43.8628 


1JHS 


41.4326 


41.5477 


41.6628 


41.7779 


41.8930 


42.0081 


42.1232 


42.2383 


1A 


39.8391 


39.9497 


40.0604 


40.1711 


40.2817 


40.3924 


40.5030 


40.6137 


m 


38.2455 


38.3517 


38.4580 38.5642 


38.6705 


38.7767 


38.8829 


38.9892 


1& 


36.6519 


36.7537 


36.8556 


36.9574 


37.0592 


37.1610 


37.2628 


37.3646 


IK 


35.0584 


35.1558 


35.2531 


35.3505 


35.4479 


35.5453 


35.6427 


35.7401 


.1* 


33.4648 


33.5578 


33 6507 


33.7437 


33.8366 


33.9296 


34.0226 


34.1155 


1M 


31.8713 


31.9598 


32.0483 


32.1368 


32.2254 


32.3139 


32.4024 


32.4910 


1A 


30.2777 


30.3618 


30.4459 


30.5300 


30.6141 


30.6982 


30.7823 


30.8664 


IK 


28.6841 


28.7638 


28.8435 


28.9232 


29.0028 


29.0825 


29.1622 


29.2419 


1& 


27.0906 


27.1658 


27.2411 


27.3163 


27.3916 


27.4668 


27.5421 


27.6173 


l 


25.4970 


25.5678 


25.6387 


25.7095 


25.7803 


25.8511 


25.9220 


25.9928 


if 


23.9034 


23.9698 


24.0362 


24.1026 


24.1690 


24.2354 


24.3018 


24.3682 


% 


22.3099 


22.3718 


22.4338 


22.4958 


22.5578 


22.6197 


22.6817 


22.7437 


H 


20.7163 


20.7739 


20.8314 


20.8889 


20.9465 


21.0040 


21.0616 


21.1191 j 


X 


19.1228 


19.1759 


19.2290 


19.2821 


19.3352 


19.3883 


19.4415 


19.4946 


tt 


17.5292 


17.5779 


17.6266 


17.6753 


17.7240 


17.7726 


17.8213 


17.8700 


H 


15.9356 


15.9799 


16.0242 


16.0684 


16.1127 


16.1570 


16.2012 


16.2455 


A 


14.3421 


14.3819 


14.4217 


14.4616 


14.5014 


14.5413 


14.5811 


14.6209 


V2 


12.7485 


12.7839 


12.8193 


12.8547 


12.8902 


12.9256 


12.9610 


12.9964 


15 

32 


11.9517 


11.9849 


12.0181 


12.0513 


12.0845 


12.1177 


12.1509 


12.1841 


A 


11.1549 


11.1859 


11.2169 


11.2479 


11.2789 


11.3099 


11.3409 


11.3718 


** 


10.3582 


10.3869 


10.4157 


10.4445 


10.4732 


10.5020 


10.5308 


10.5596 


H 


9.5614 


9.5879 


9.6145 


9.6411 


9.6676 


9.6942 


9.7207 


9.7473 


ii 

32 


8.7646 


8.7889 


8.8133 


8.8376 


8.8620 


8.8863 


8.9107 


8.9350 


5 
16 


7.9678 


7.9899 


8.0121 


8.0342 


8.0563 


8.0785 


8.1006 


8.1227 


^2 


7.1710 


7.1910 


7.2109 


7.2308 


7.2507 


7.2706 


7.2905 


7.3105 


61 


6.7726 


6.7914 


6.8103 


6.8291 


6.8479 


6.8667 


6.8855 


6.9043 


64 

H 
H 

5 
32 

H 


6.3743 


6.3920 


6.4097 


6.4274 


6.4451 


6.4628 


6.4805 


6.4982 


For method of using this table, see page 173 



215 



1=3 i=s B F2 I E, F* 



HILL e a 







WEIGHTS OF 


PLATES 






«8 


Width in Inches 


92 


92M 923^ 92% 


93 


93M 


93M 


93% 


2 


52.1272 


52 2689 ' 52.4105 \ 52.5522 52.6938 


52.8355 


52.9771 


53.1188 


l.tt 


50.4982 


50.6354 50.7727 50.9099 51.0471 


51.1843 


51.3216 


51.4588 


1% 


48.8692 


49.0020 49.1348 49.2676 j 49.4004 | 49.5332 


49.6660 


49.7988 


1« 


47.2403 


47.3686 47.4970 


47.6254 47.7538 


47.8821 


48.0105 


48.1389 


1M 


45.6113 


45.7352 45.8592 


45.9831 


46.1071 


46.2310 


46.3550 46.4789 


lft 


43.9823 


44.1018 44.2214 


44.3409 


44.4604 


44.5799 


44.6994 ' 44.8189 


Ws 


42.3533 


42.4684 42.5835 42.6986 42.8137 42.9288 43.0439 43.1590 


1A 


40.7244 


40.8350 40.9457 41.0564 41.1670 41.2777 41.3884 41.4990 


lfc 


39.0954 


39.2016 39.3079 39.4141 39.5204 39.6266 39.7328 39.8391 


1A 


37.4664 


37.5682 37.6700 37.7719 37.8737 37.9755 38.0773 38.1791 


i% 


35.8374 


35.9348 36.0322 36.1296 36.2270 36.3244 36.4218 36.5191 


1A 


34.2085 


34.3014 34.3944 34.4873 34.5803 34.6733 ! 34.7662 j 34.8592 


1M 


32.5795 


32.6680 32.7566 32.8451 32.9336 33.0222 ; 33.1107 33.1992 


1A 


30.9505 


31.0346 31.1187 31.2028 31.2869 31.3710 31.4552 ! 31.5393 


1H 


29.3215 


29.4012 


29.4809 


29.5606 


29.6403 29.7199 


29.7996 29.8793 


1A 


27.6926 


27.7678 


27.8431 


27.9183 


27.9936 28.0688 


28.1441 28.2193 


l 


26.0636 26.1344 ' 26.2053 : 26.2761 26.3469 26.4177 ■ 26.4886 26.5594 


15 

16 


24.4346 24.5010 24.5674 24.6338 24.7002 24.7666 24.8330 24.8994 


^ 


22.8056 22.8676 22.9296 22.9916 23.0535 23.1155 23.1775 23.2395 


« 


21.1767 21.2342 21.2918 21.3493 21.4069 21.4644 21.5219 21.5795 

■ 


H 


19.5477 19.6008 19.6539 19.7071 j 19.7602 19.8133 19.8664 


19 9195 


16 


17.9187 


17.9674 18.0161 18.0648 18.1135 18.1622 18.2109 18.2596 


5 A 


16.2897 


16.3340 16.3783 16.4225 16.4668 16. 5111 16.5553 j 16. 5996 


9 
16 


14.6608 


14.7006 14.7405 14.7803 14.8201 14.8600 14.8998 j 14.9396 


V2 


13.0318 


13.0672 j 13.1026 13.1380 13.1735 13.2089 13.2443 13.2797 


15 
32 


12.2173 


12.2505 12.2837 12.3169 j 12.3501 12.3833 1 12.4165 12.4497 


A 


11.4028 


11.4338 11.4648 11.4958 ' 11.5268 11.5578 11.5887 11.6197 


13. 
32 


10.5883 


10.6171 10.6459 10.6747 10.7034 10.7322 10.7610 10.7897 


H 


9.7738 


9.8004 9.8270 9.8535 9.8801 9.9066 | 9.9332 9.9598 


H 


8.9594 


8.9837 


9.0081 


9.0324 9.0567 9.0811: 9.1054, 9.1298 


T6 


8.1449 


8.1670 


8.1891 


8.2113 


8.2334 8.2555 


8.2777 8.2998 


A 


7.3304 


7.3503 7.3702 7.3901 


7.4101 


7.4300 


7.4499 7.4698 


tt 


6.9231 


6.9420 6.9608 6.9796 


6.9984 


7.0172 


7.0360 7.0548 


M 
tt 

_3_ 
16 

tt 

A 

9 
64 

H 

JL. 

64 


6.5159 


6.5336 


6.5513 


6.5690 


6.5867 


6.6044 


6.6221 


6.6398 



For method of using this table, see page 173 



216 



as. B R I ER 



H I LL isi s 



WEIGHTS OF PLATES 



■% tr 


Width in Inches 


94 


94M 


94^ 


94 % 


95 


95^ 


95^ 


95^ 


2 


53.2604 


53.4021 


53.5437 


53.6854 


53.8270 


53.9687 


54.1103 


54.2520 


lit 


51.5960 


51.7332 


51.8705 


52.0077 


52.1449 


52.2821 


52.4194 


52.5566 


IK 


49.9316 


50.0644 


50.1972 


50.3300 


50.4628 


50.5956 


50.7284 


50.8612 


1H 


48.2672 


48.3956 


48.5240 


48.6523 


48.7807 


48.9091 


49.0375 


49.1658 


1M 


46.6029 


46.7268 


46.8507 


46.9747 


47.0986 


47.2226 


47.3465 


47.4705 


itt 


44.9385 


45.0580 


45.1775 


45.2970 


45.4165 


45.5360 


45.6556 


45.7751 


W% 


43.2741 


43.3892 


43.5043 


43.6193 


43.7344 


43.8495 


43.9646 


44.0797 


i* 


41.6097 


41.7204 


41.8310 


41.9417 


42.0523 


42.1630 


42.2737 


42.3843 


iy 2 


39.9453 


40.0515 


40.1578 


40.2640 


40.3703 


40.4765 


40.5827 


40.6890 


1A 


38.2809 


38.3827 


38.4845 


38.5863 


38.6882 


38.7900 


38.8918 


38.9936 


i% 


36.6165 


36.7139 


36.8113 


36.9087 


37.0061 


37.1034 


37.2008 


37.2982 


l'A 


34.9521 


35.0451 


35.1381 


35.2310 


35.3240 


35.4169 


35.5099 


35.6028 


1M 


33.2878 


33.3763 


33.4648 


33.5533 


33.6419 


33.7304 


33.8189 


33.9075 


1A 


31.6234 


31.7075 


31.7916 


31.8757 


31.9598 


32.0439 


32.1280 


32.2121 


1H 


29.9590 


30.0387 


30.1183 


30.1980 


30.2777 


30.3574 


30.4370 


30.5167 


1A 


28.2946 


28.3698 


28.4451 


28.5203 


28.5956 


28.6708 


28.7461 


28.8213 


l 


26.6302 


26.7010 


26.7719 


26.8427 


26.9135 


26.9843 


27.0552 


27.1260 


H 


24.9658 


25.0322 


25.0986 


25.1650 


25.2314 


25.2978 


25.3642 


25.4306 


% 


23.3014 


23.3634 


23.4254 


23.4873 


23.5493 


23.6113 


23.6733 


23.7352 


13 
16 


21.6370 


21.6946 


21.7521 


21.8097 


21.8672 


21.9248 


21.9823 


22.0399 


% 


19.9727 


20.0258 


20.0789 


20.1320 


20.1851 


20.2382 


20.2914 


20.3445 


XX 
16 


18.3083 


18.3570 


18.4056 


18.4543 


18.5030 


18.5517 


18.6004 


18.6491 


H 


16.6439 


16.6881 


16.7324 


16.7767 


16.8209 


16.8652 


16.9095 


16.9537 


9 
16 


14.9795 


15.0193 


15.0592 


15.0990 


15.1388 


15.1787 


15.2185 


15.2584 


y 2 


13.3151 


13.3505 


13.3859 


13.4213 


13.4568 


13.4922 


13.5276 


13.5630 


** 


12.4829 


12.5161 


12.5493 


12.5825 


12.6157 


12.6489 


12.6821 


12.7153 


T6 


11.6507 


11.6817 


11.7127 


11.7437 


11.7747 


11.8056 


11.8366 


11.8676 


*i 


10.8185 


10.8473 


10.8761 


10.9048 


10.9336 


10.9624 


10.9912 


11.0199 


H 


9.9863 


10.0129 


10.0394 


10.0660 


10.0926 


10.1191 


10.1457 


10.1722 


H 


9.1541 


9.1785 


9.2028 


9.2272 


9.2515 


9.2759 


9.3002 


9.3246 


16 


8.3219 


8.3441 


8.3662 


8.3883 


8.4105 


8.4326 


8.4547 


8.4769 


A 


7.4897 


7.5097 


7.5296 


7.5495 


7.5694 


7.5893 


7.6093 


7. 6292 


'it 

64 


7.0736 


7.0925 


7.1113 


7.1301 


7.1489 


7.1677 


7.1865 


7.2053 


H 
U 

A 

U 

A 
ii 

64 

A 
A 
A 


6.6576 


6.6753 


6.6930 


6.7107 


6.7284 


6.7461 


6.7638 


6.7815 



For method of using this table, see page 173 
217 



R I E, R 



HILL 



WEIGHTS OF PLATES 



Sa 






Width in Inches 








P § 


96 j 96M 


96^ 


96M 


97 


I 97M 97H 97M 


2 


54.3936 54.5353 


54.6769 


54.8186 


54.9602 


55.1019 55.2435 55.3852 


lit 


52.6938 52.8310 


52.9682 


53.1055 


53.2427 


53.3799 53.5171 53.6544 


l^ 


50.9940 51.1268 


51.2596 


51.3924 


51.5252 


51.6580 51.7908 51.9236 


lit 


49.2942 49.4226 


49.5509 


49.6793 


49.8077 


49.9361 


50.0644 50.1928 


1M 


47.5944 47.7183 


47.8423 


47.9662 


48.0902 


48.2141 


48.3381 


48.4620 


1« 


45.8946 46.0141 


46.1336 


46.2531 


46.3727 


46.4922 


46.6117 


46.7312 


l^ 


44.1948 44.3099 


44.4250 


44.5401 


44.6552 


44.7703 


44.8853 


45.0004 


lft 


42.4950 42.6057 


42.7163 


42.8270 


42.9377 


43.0483 


43.1590 


43.2696 


1H 


40.7952 40.9014 


41.0077 


41.1139 


41.2202 


41.3264 


41.4326 


41.5389 


lft 


39.0954 39.1972 


39.2990 


39.4008 


39.5026 


39.6045 


39.7063 


39.8081 


1M 


37.3956 37.4930 


37.5904 


37.6878 


37.7851 


37.8825 


37.9799 


38.0773 


lft 


35.6958 35.7888 


35.8817 


35.9747 


36.0676 


36.1606 


36.2535 


36.3465 


1M 


33.9960 34.0845 


34.1731 


34.2616 


34.3501 


34.4387 


34.5272 


34.6157 


lft 


32.2962 32.3803 


32.4644 


32.5485 


32.6326 


32.7167 


32.8008 


32.8849 


1H 


30.5964 30.6761 


30.7558 


30.8354 


30.9151 


30.9948 


31.0745 


31.1541 


i^ 


28.8966 28.9719 


29.0471 


29.1224 


29.1976 


29.2729 


29.3481 


29.4234 


l 


27.1968 27.2676 


27.3385 


27.4093 


27.4801 


27.5509 


27.6218 


27.6926 


» 


25.4970 25.5634 


25.6298 


25.6962 


25.7626 


25.8290 


25.8954 


25.9618 


K 


23.7972 23.8592 


23.9211 


23.9831 


24.0451 


24.1071 


24.1690 


24.2310 


if 


22.0974 22.1549 


22.2125 


22.2700 


22.3276 


22.3851 


22.4427 


22.5002 


H 


20.3976 20.4507 


20.5038 


20.5570 


20.6101 


20.6632 


20.7163 


20.7694 


a 


18.6978 18.7465 


18.7952 


18.8439 


18.8926 


18.9413 


18.9900 


19.0386 


% 


16.9980 17.0423 


17.0865 


17.1308 


17.1751 


17.2193 


17.2636 


17.3079 


ft 


15.2982 15.3380 


15.3779 


15.4177 


15.4576 


15.4974 


15.5372 


15.5771 


h 


13.5984 ■ 13.6338 


13.6692 


13.7046 


13.7401 


13.7755 


13.8109 


13.8463 


M 


12.7485 12.7817 


12.8149 


12.8481 


12.8813 


12.9145 


12.9477 


12.9809 


ft 


11.8986 11.9296 


11.9606 


11.9916 


12.0225 


12.0535 


12.0845 


12.1155 


tt 


11.0487 11.0775 


11.1062 


11.1350 


11.1638 


11.1926 


11.2213 


11.2501 


X 


10.1988 10.2254 


10.2519 


10.2785 


10.3050 


10.3316 


10.3582 


10.3847 


I* 


9.3489 9.3732 


9.3976 


9.4219 


9.4463 


9.4706 


9.4950 


9.5193 


A 


8.4990 8.5211 


8.5433 


8.5654 


8.5875 


8.6097 


8.6318 


8.6539 


9 
32 


7.6491 7.6690 


7.6889 


7.7089 


7.7288 


7.7487 


7.7686 


7.7885 


H 


7.2241 7.2430 


7.2618 


7.2806 


7.2994 


7.3182 


7.3370 


7.3558 


If 


6.7992 6.8169 


6.8346 


6.8523 


6.8700 


6.8877 


6.9054 


6.9231 



For method of using this table, see page 173 



218 



a 


m B R I ER H I L L tE=n [=3 


WEIGHTS OF PLATES 


Thick- 
ness 


Width in Inches 


98 


98M 


98^ 


98M 


99 


99M 


993^ 


99M 


2 


55.5268 


55.6685 


55.8101 


55.9518 


56.0934 


56.2351 


56.3767 


56.5184 


1« 


53.7916 


53.9288 


54.0660 


54.2033 


54.3405 


54.4777 


54.6149 


54.7522 


1% 


52.0564 


52.1892 


52.3220 


52.4548 


52.5876 


52.7204 


52.8532 


52.9860 


1H 


50.3212 


50.4495 


50.5779 


50.7063 


50.8346 


50.9630 


51.0914 


51.2198 


1M 


48.5860 


48.7099 


48.8338 


48.9578 


49.0817 


49.2057 


49.3296 


49.4536 


l.tt 


46.8507 


46.9703 


47.0898 


47.2093 


47.3288 


47.4483 


47.5678 


47.6874 


l^ 


45.1155 


45.2306 


45.3457 


45.4608 


45.5759 


45.6910 


45.8061 


45.9212 


1* 


43.3803 


43.4910 


43.6016 


43.7123 


43.8230 


43.9336 


44.0443 


44.1550 


i^ 


41.6451 


41.7513 


41.8576 


41.9638 


42.0701 


42.1763 


42.2825 


42.3888 


l* 


39.9099 


40.0117 


40.1135 


40.2153 


40.3171 


40.4189 


40.5208 


40.6226 


1% 


38.1747 


38.2721 


38.3694 


38.4668 


38.5642 


38.6616 


38.7590 


38.8564 


1A 


36.4395 


36.5324 


36.6254 


36.7183 


36.8113 


36.9043 


36.9972 


37.0902 


1M 


34.7043 


34.7928 


34.8813 


34.9698 


35.0584 


35.1469 


35.2354 


35.3240 


1A 


32.9690 


33.0531 


33.1372 


33.2214 


33.3055 


33.3896 


33.4737 


33.5578 


iy s 


31.2338 


31.3135 


31.3932 


31.4729 


31.5525 


31.6322 


31.7119 


31.7916 


1A 


29.4986 


29.5739 


29.6491 


29.7244 


29.7996 


29.8749 


29.9501 


30.0254 


l 


27.7634 


27.8342 


27.9051 


27.9759 


28.0467 


28.1175 


28.1884 


28.2592 


15 
16 


26.0282 


26.0946 


26.1610 


26.2274 


26.2938 


26.3602 


26.4266 


26.4930 


% 


24.2930 


24.3549 


24.4169 


24.4789 


24.5409 


24.6028 


24.6648 


24.7268 


13 
16 


22.5578 


22.6153 


22.6729 


22.7304 


22.7879 


22.8455 


22.9030 


22.9606 


M 


20.8226 


20.8757 


20.9288 


20.9819 


21.0350 


21.0881 


21.1413 


21.1944 


n 

16 


19.0873 


19.1360 


19.1847 


19.2334 


19.2821 


19.3308 


19.3795 


19.4282 


H 


17.3521 


17.3964 


17.4407 


17.4849 


17.5292 


17.5735 


17.6177 


17.6620 


A 


15.6169 


15.6568 


15.6966 


15.7364 


15.7763 


15.8161 


15.8559 


15.8958 


y 2 


13.8817 


13.9171 


13.9525 


13.9879 


14.0234 


14.0588 


14.0942 


14.1296 


15. 

32 


13.0141 


13.0473 


13.0805 


13.1137 


13.1469 


13.1801 


13 2133 


13.2465 


A 


12.1465 


12.1775 


12.2085 


12.2394 


12.2704 


12.3014 


12.3324 


12.3634 


T2 


11.2789 


11.3077 


11.3364 


11.3652 


11.3940 


11.4227 


11.4515 


11.4803 


« 


10.4113 


10.4378 


10.4644 


10.4910 


10.5175 


10.5441 


10.5706 


10.5972 


11 

32 


9.5437 


9.5680 


9.5924 


9.6167 


9.6411 


9.6654 


9.6897 


9.7141 


A 


8.6761 


8.6982 


8.7203 


8.7425 


8.7646 


8.7867 


8.8089 


8.8310 


A 


7.8085 


7.8284 


7.8483 


7.8682 


7.8881 


7.9081 


7.9280 


7.9479 


ti 


7.3746 


7.3935 


7.4123 


7.4311 


7.4499 


7.4687 


7.4875 


7.5063 


15. 

64 

7 
3-2 

u 

A 
H 
A 

a 

Si 


6.9409 


6.9586 


6.9763 


6.9940 


7.0117 


7.0294 


7.0471 


7.0648 


For method of using this table, see page 173 

1 - ■ 



219 



HILL 



WEIGHTS OF PLATES 



og 


Width in Inches 


e* 


100 


ioom 1003^ 


100M 


101 101M 101^ 


101M 


2 


56.6600 


56.8017 56.9433 


57.0850 


57.2266 57.3683 57.5099 


57.6516 


lit 


54.8894 


55.0266 55.1638 


55.3010 


55.4383 55.5755 55.7127 


55.8499 


w% 


53.1187 


53.2515 53.3843 


53.5171 


53.6499 53.7827 53.9155 


54.0483 


in 


51.3481 


51.4765 51.6049 


51.7332 


51.8616 51.9900 52.1183 


52.2467 


1M 


49.5775 


49.7014 ; 49.8254 


49.9493 


50.0733 50.1972 50.3212 


50.4451 


1H 


47.8069 


47.9264 48.0459 


48.1654 


48.2849 48.4045 48.5240 


48.6435 


1% 


46.0362 


46.1513 46.2664 


46.3815 


46.4966 46.6117 46.7268 


46.8419 


1A 


44.2656 


44.3763 44.4870 


44.5976 


44.7083 44.8189 44.9296 


45.0403 


1M 


42.4950 


42.6012 42.7075 


42.8137 


42.9200 43.0262 43.1324 


43.2387 


1A 


40.7244 


40.8262 40.9280 


41.0298 


41.1316 41.2334 41.3352 


41.4370 


1^ 


38.9537 


39.0511 39.1485 


39.2459 


39.3433 39.4407 39.5381 


39.6354 


1A 


37.1831 


37.2761 37.3690 


37.4620 


37.5550 37.6479 37.7409 


37.8338 


1M 


35.4125 


35.5010 35.5896 


35.6781 


35.7666 35.8552 35.9437 


36.0322 


1A 


33.6419 


33.7260 33.8101 


33.8942 


33.9783 34.0624 34.1465 


34.2306 


1H 


31.8712 


31.9509 


32.0306 


32.1103 


32.1900 32.2696 32.3493 


32.4290 


1A 


30.1006 


30.1759 30.2511 


30.3264 


30.4016 30.4769 30.5521 


30.6274 


l 


28.3300 


28.4008 28.4717 


28.5425 


28.6133 28.6841 28.7550 


28.8258 


15. 
16 


26.5594 


26.6258 26.6922 


26.7586 


26.8250 26.8914 26.9578 


27.0242 


K 


24.7887 


24.8507 24.9127 


24.9747 


25.0366 25.0986 25.1606 


25.2226 


if 


23.0181 


23.0757,23.1332 


23.1908 


23.2483 23.3059 23.3634 


23.4209 


M 


21.2475 


21.3006 21.3537 


21.4069 


21.4600 21.5131 21.5662 


21.6193 


T6 


19.4769 


19.5256 119.5743 


19.6229 


19.6716 19.7203 19.7690 


19.8177 


H . 


17.7062 


17.7505 17.7948 


17.8390 


17.8833 17.9276 17.9718 


18.0161 


_2_ 
16 


15.9356 


15.9755 


16.0153 


16.0551 


16.0950 16.1348 16.1747 


16.2145 


V2 


14.1650 


14.2004 


14.2358 


14.2712 


14.3067 


14.3421 


14.3775 


14.4129 


15 
32 


13.2797 


13.3129 


13.3461 


13.3793 


13.4125 


13.4457 


13.4789 


13.5121 


T6 


12.3944 


12.4254 


12.4563 


12.4873 


12.5183 


12.5493 12.5803 


12.6113 


H 


11.5091 


11.5378 


11.5666 


11.5954 


11.6242 11.6529 11.6817 


11.7105 


H 


10.6237 


10.6503 


10.6769 


10.7034 


10.7300 10.7565 10.7831 


10.8097 


fi 


9.7384 


9.7628 9.7871 


9.8115 


9.8358 9.8602 9.8845 


9.9089 


5 
16 


8.8531 


8.8753 


8.8974 


8.9195 


8.9417 8.9638 8.9859 


9.0081 


A 


7.9678 


7.9877 


8.0077 


8.0276 


8.0475 8.0674 8.0873 


8.1072 


tt 


7.5252 


7.5440 


7.5628 


7.5816 


7.6004 7.6192 7.6380 


7.6568 


if 

A 
H 

_S_ 
16 

& 

A 
A 
A 


7.0825 


7.1002 


7.1179 


7.1356 


7.1533 


7.1710 


7.1887 


7.2064 



For method of using this table, see page 173 



is 


n=3 B R " I E, R HILL 1=3 g=i 


WEIGHTS OF PLATES 




Width in Inches 


102 


102^ 


102K 


102M 


103 


103M 


103K 


103M 


2 


57.7932 


57.9349 


58.0765 


58.2182 


58.3598 


58.5015 


58.6431 


58.7848 


ltt 


55.9872 


56.1244 


56.2616 


56.3988 


56.5361 


56.6733 


56.8105 


56.9477 


1% 


54.1811 


54.3139 


54.4467 


54.5795 


54.7123 


54.8451 


54.9779 


55.1107 


Iff 


52.3751 


52.5035 


52.6318 


52.7602 


52.8886 


53.0169 


53.1453 


53.2737 


IK 


50.5691 


50.6930 


50.8169 


50.9409 


51.0648 


51.1888 


51.3127 


51.4367 


ltt 


48.7630 


48.8825 


49.0020 


49.1216 


49.2411 


49.3606 


49.4801 


49.5996 


IK 


46.9570 


47.0721 


47.1872 


47.3022 


47.4173 


47.5324 


47.6475 


47.7626 


1A 


45.1509 


45.2616 


45.3723 


45.4829 


45.5936 


45.7043 


45.8149 


45.9256 


IK 


43.3449 


43.4511 


43.5574 


43.6636 


43.7699 


43.8761 


43.9823 


44.0886 


1A 


41.5389 


41.6407 


41.7425 


41.8443 


41.9461 


42.0479 


42.1497 


42.2515 


IK 


39.7328 


39.8302 


39.9276 


40.0250 


40.1224 


40.2197 


40.3171 


40.4145 


1A 


37.9268 


38.0197 


38.1127 


38.2057 


38.2986 


38.3916 


38.4845 


38.5775 


1M 


36.1208 


36.2093 


36.2978 


36.3863 


36.4749 


36.5634 


36.6519 


36.7405 


lft 


34.3147 


34.3988 


34.4829 


34.5670 


34.6511 


34.7352 


34.8193 


34.9034 


IK 


32.5087 


32.5884 


32.6680 


32.7477 


32.8274 


32.9071 


32.9867 


33.0664 


iA 


30.7026 


30.7779 


30.8531 


30.9284 


31.0036 


31.0789 


31.1541 


31.2294 


1 


28.8966 


28.9674 


29.0383 


29.1091 


29.1799 


29.2507 


29.3216 


29.3924 


if 


27.0906 


27.1570 


27.2234 


27.2898 


27.3562 


27.4226 


27.4890 


27.5553 


y% 


25.2845 


25.3465 


25.4085 


25.4704 


25.5324 


25.5944 


25.6564 


25.7183 


a 


23.4785 


23.5360 


23.5936 


23.6511 


23.7087 


23.7662 


23.8238 


23.8813 


% 


21.6725 


21.7256 


21.7787 


21.8318 


21.8849 


21.9380 


21.9912 


22.0443 


T6 


19.8664 


19.9151 


19.9638 


20.0125 


20.0612 


20.1099 


20.1586 


20.2073 


& 


18.0604 


18.1046 


18.1489 


18.1932 


18.2374 


18.2817 


18.3260 


18.3702 


A 


16.2543 


16.2942 


16.3340 


16.3739 


16.4137 


16.4535 


16.4934 


16.5332 


y 2 


14.4483 


14.4837 


14.5191 


14.5545 


14.5900 


14.6254 


14.6608 


14.6962 


15 

32 


13.5453 


13.5785 


13.6117 


13.6449 


13.6781 


13.7113 


13.7445 


13.7777 


A 


12.6423 


12.6732 


12.7042 


12.7352 


12.7662 


12.7972 


12.8282 


12.8592 


13 
32 


11.7392 


11.7680 


11.7968 


11.8256 


11.8543 


11.8831 


11.9119 


11.9406 


H 


10.8362 


10.8628 


10.8893 


10.9159 


10.9425 


10.9690 


10.9956 


11.0221 


tt 


9.9332 
















A 


9.0302 
















A 


8.1272 
















« 


7.6757 
















M 

A 
H 
A 
ft 
A 

A 
A 


7.2242 


















For method of using this table, see page 173 



221 









_^ [=1 [=1 




WEIGHTS OF PLATES 




■4- : 




Width in Inches 




£ S 


104 


104M 104M 104% 105 105M 


105^ 105M 



2 

1H 
IK 
lit 
1M 

IB 

1A 
1H 
1A 

1A 

1M 
1A 
IK 

1A 
l 
« 

tt 

T6 

A 

M 
H 



58.9264 
57.0850 
55.2435 
53.4020 
51.5606 

49.7191 

47.8777 
46.0362 
44.1948 
42.3533 

40.5119 
38.6704 
36.8290 
34.9876 
33.1461 

31.3046 
29.4632 
27.6217 
25.7803 
23.9388 

22.0974 
20.2559 
18.4145 
16.5730 
14.7316 

13.8109 

12.8902 
11.9694 

11.0487 



59.0681 
57.2222 
55.3763 
53.5304 
51.6845 

49.8387 
47.9928 
46.1469 
44.3010 
42.4552 

40.6093 
38.7634 
36.9175 

35.0717 
33.2258 

31.3799 
29.5340 
27.6881 
25.8423 
23.9964 

22.1505 
20.3046 
18.4588 
16.6129 
14.7670 

13.8441 
12.0211 
11.9982 
11.0753 



59.2097 
57.3594 
55.5091 

53.6588 
51.8085 

49.9582 
48.1079 
46.2576 
44.4073 
42.5570 

40.7067 
38.8564 
37.0061 
35.1558 
33.3055 

31.4552 
29.6049 
27.7545 
25.9042 
24.0539 

22.2036 
20.3533 
18.5030 
16.6527 
14.8024 

13.8773 
12.9521 
12.0270 
11.1018 



59.3514 
57.4966 
55.6419 

53.7872 
51.9324 



59.4930 
57.6338 
55.7747 
53.9155 

52.0564 



50.0777 50.1972 

48.2230 48.3381 

46.3682 46.4789 

44.5135 44.6198 

42.6588 42.7606 

40.8041 40.9014 

38.9493 39.0423 

37.0946 37.1831 

35.2399 35.3240 

33.3851 33.4648 

31.5304 31.6057 

29.6757 29.7465 

27.8209 27.8873 

25.9662 26.0282 

24.1115 24.1690 

22.2568 22.3099 

20.4020 20.4507 

18.5473 18.591C 

16.6926 16.7324 

14.8378 14.8733 

13.9105 13.9437 

12.9831 13.0141 

12.0557 12.0845 
11.1284 j 11.1549 



59.6347 
57.7711 
55.9075 
54.0439 



59.7763 
57.9083 
56.0403 
54.1723 



52.1803 52.3043 



50.3167 
48.4532 
46.5896 
44.7260 
42.8624 

40.9988 
39.1352 
37.2717 
35.4081 
33.5445 

31.6809 
29.8173 
27.9537 
26.0902 
24.2266 

22.3630 
20.4994 
18.6358 
16.7722 
14.9087 

13.9769 
13.0451 
12.1133 
11.1815 



50.4362 
48.5682 
46.7002 
44.8322 
42.9642 

41.0962 
39.2282 
37.3602 
35.4922 
33.6242 

31.7562 
29.8882 
28.0201 
26.1521 
24.2841 

22.4161 
20.5481 
18.6801 
16.8121 
14.9441 

14.0101 
13.0761 
12.1421 
11.2081 



59.9180 
58.0455 
56.1731 
54.3006 

52.4282 

50.5558 
48.6833 
46.8109 
44.9385 
43.0660 

41.1936 
39.3212 
-87.4487 
35.5763 
33.7038 

31.8314 
29.9590 
28.0865 
26.2141 
24.3417 

22.4692 
20.5968 
18.7244 
16.8519 
14.9795 

14.0433 
13.1071 
12.1708 
11.2346 



For method of using this table, see page 173 



222 



gsi dpi -- B R I E, R 



H I I_^ I_> n=j r=] 



WEIGHTS OF PLATES 



11 








Width in 


Inches 








106 


106M 


106K 


106M 


107 


107^ 


107^ 


107M 


2 


60.0596 


60.2013 


60.3429 


60.4846 


60.6262 


60.7679 


60.9095 


61.0512 


lit 


58.1827 


58.3200 


58.4572 


58.5944 


58.7316 


58.8689 


59.0061 


59.1433 


VA 


56.3059 


56.4387 56.5715 


56.7043 


56.8371 


56.9699 


57.1027 


57.2355 


1« 


54.4290 


54.5574 54.6858 


54.8141 


54.9425 


55.0709 


55.1992 


55.3276 


1M 


52.5522 


52.6761 52.8000 


52.9240 


53.0479 


53.1719 


53.2958 


53.4198 


ltt 


50.6753 


50.7948 50.9143 


51.0338 


51.1534 


51.2729 


51.3924 


51.5119 


IS* 


48.7984 


48.9135 


49.0286 


49.1437 


49.2588 


49.3739 


49.4890 


49.6041 


1A 


46.9216 


47.0322 


47.1429 


47.2536 


47.3642 


47.4749 


47.5855 


47.6962 


IK 


45.0447 


45.1509 


45.2572 


45.3634 


45.4697 


45.5759 


45.6821 


45.7884 


1A 


43.1678 


43.2696 


43.3715 


43.4733 


43.5751 


43.6769 


43.7787 


43.8805 


1% 


41.2910 


41.3884 


41.4857 


41.5831 


41.6805 


41.7779 


41.8753 


41.9727 


1A 


39.4141 


39.5071 


39.6000 


39.6930 


39.7859 


39.8789 


39.9719 


40.0648 


1M 


37.5373 


37.6258 


37.7143 


37.8028 


37.8914 


37.9799 


38.0684 


38.1570 


1A 


35.6604 


35.7445 


35.8286 


35.9127 


35.9968 


36.0809 


36.1650 


36.2491 


IK 


33.7835 


33.8632 


33.9429 


34.0226 


34.1022 


34.1819 


34.2616 


34.3413 


1A 


31.9067 


31.9819 


32.0572 


32.1324 


32.2077 


32.2829 


32.3582 


32.4334 


l 


30.0298 


30.1006 30.1715 


30.2423 


30.3131 


30.3839 


30.4548 


30.5256 


tt 


28.1529 


28.2193 : 28.2857 


28.3521 


28.4185 


28.4849 


28.5513 


28.6177 


K 


26.2761 


26.3380 126.4000 


26.4620 


26.5240 


26.5859 


26.6479 


26.7099 


H 


24.3992 


24.4568 


24.5143 


24.5718 


24.6294 


24.6869 


24.7445 


24.8020 


M 


22.5224 


22.5755 


22.6286 


22.6817 


22.7348 


22.7879 


22.8411 


22.8942 


16 


20.6455 


20.6942 20.7429 


20.7916 20.8403 


20.8889 


20.9376 


20.9863 


^ 


18.7686 


18.8129 


18.8572 


18.9014 


18.9457 


18.9900 


19.0342 


19.0785 


9 
16 


16.8918 


16.9316 


16.9714 


17.0113 


17.0511 


17.0910 


17.1308 


17.1706 


H 


15.0149 


15.0503 


15.0857 


15.1211 


15.1566 


15.1920 


15.2274 


15.2628 


15 
32 


14.0765 


14.1097 


14.1429 


14.1761 


14.2093 


14.2425 


14.2757 


14.3089 


tV 


13.1380 


13.1690 


13.2000 


13.2310 


13.2620 


13.2930 


13.3240 


13.3549 


13 
32 


12.1996 


12.2284 


12.2571 


12.2859 12.3147 


12.3435 


12.3722 


12.4010 


32 

A 

« 

M 

is. 

64 


11.2612 


11.2877 


11.3143 


11.3409 


11.3674 


11.3940 


11.4205 


11.4471 


*i 

3 
16 

64 

3"2 

9 
^4 

64 



















For method of using this table, see page 173 



223 



2 I ER 



HILL isi s 



WEIGHTS OF PLATES 



Width in Inches 



e a 


108 


108M 


108K 108M 


109 109Ji 


109K 


109% 


2 


61.1928 


61.3345 


61.4761 61.6178 61.7594' 61.9011 


62.0427 


62.1844 


itf 


59.2805 


59.4177 


59.5550 59.6922 59.8294 59.9666 60.1039 60.2411 


1% 


57.3682 


57.5010 


57.6338 57.7666 , 57.8994 58.0322 58.1650 


58.2978 


Iff 


55.4560 


55.5843 


55.7127 55.8411 ! 55.9695 56.0978 ! 56.2262 


56 3546 


1M 


53.5437 


53.6676 


53.7916 53.9155 


54.0395 54.1634 54.2874 


54.4113 


itt 


51.6314 


51.7509 


51.8705 51.9900 


52.1095 52.2290 52.3485 52.4680 


IK 


49.7191 


49.8342 


49.9493 50.0644 50.1795 50.2946 50.4097 50.5248 


l* 


47.8069 


47.9175 


48.0282 48.1389 48.2495 48.3602 48.4709:48.5815 


1M 


45.8946 46.0008 


46.1071 46.2133 46.3196 46.4258 46.5320 j 46.6383 


1A 


43.9823 


44.0841 


44.1859 44.2878 44.3896 


44.4914 


44.5932 44.6950 


i% 


42.0700 


42.1674 


42.2648 42.3622 


42.4596 


42.5570 


42.6544 42.7517 


1A 


40.1578 


40.2507 


40.3437 '40.4366 


40.5296 40.6226 


40.7155 40.8085 


1M 


38.2455 38.3340 


38.4226 38.5111 38.5996 38.6882 38.7767 38.8652 


1 -3- 

J- 16 


36.3332 


36.4173 


36.5014 36.5855 36.6696 j 36.7537 36.8379 


36.9220 


IK 


34.4209 


34.5006 


34.5803 34.6600 34.7397 34.8193 


34.8990 


34.9787 


1 1^ 


32.5087 


32.5839 


32 . 6592 32 . 7344 32 . 8097 32 . 8849 32 . 9602 


33.0354 


1 


30.5964 


80.6672 


30.7381 30.8089 30.8797 30.9505 ( 31.0214 31.0922 


if 


28.6841 


28.7505 


28.8169 : 28.8833 ! 28.9497 29.0161 29.0825 29.1489 


K 


26.7718 


26.8338 


26.8958 26.9578 j 27.0197 27.0817 27.1437 ! 27.2057 


13 

16 


24.8596 


24.9171 


24.9747 


25.0322 25.0898 


25.1473 25.2048 


25.2624 


H 


22.9473 


23.0004 


23.0535 


23.1067 


23.1598 


23.2129 23.2660 


23.3191 


a 


21.0350 


21.0837 


21.1324 21.1811 


21.2298 


21.2785 21.3272 21.3759 


% 


19.1227 19.1670 


19.2113 19.2555 19.2998 19.3441 19.3883 19.4326 


9 
16 


17.2105 


17.2503 


17.2902 17.3300 17.3698 17.4097 


17.4495 


17.4893 


X 


15.2982 


15.3336 


15.3690 15.4044J 15.4399 


15.4753 


15.5107 


15.5461 


» 


14.3421 
















A 


13.3859 
















13 
32 


12.4298 


















11.4736 
















16 
_9_ 

32 

17 
61 

M 

15 
64 

■h 

if 

A 
U 


















64 


















H 

A 



















For method of using this table, see page 173 



224 



BRIER 



H I L L [=Q is! 



WEIGHTS OF PLATES 



-^03 


Width in Inches 


|l 


110 


110M 


110J* 


110M 


111 


HIM 


11133 


HIM 


2 


62.3260 


62.4677 


62.6093 


62.7510 


62.8926 


63.0343 


63.1759 


63.3176 


lit 


60.3783 


60.5155 


60.6528 


60.7900 


60.9272 


61.0644 


61.2017 


61.3389 


1% 


58.4306 58.5634 


58.6962 


58.8290 


58.9618 


59.0946 


59.2274 


59.3602 


1« 


56.4829 


56.6113 


56.7397 


56.8680 


56.9964 


57.1248 


57.2532 


57.3815 


1M 


54.5353 


54.6592 


54.7831 


54.9071 


55.0310 


55.1550 


55.2789 


55.4029 


lit 


52.5876 


52.7071 


52.8266 


52.9461 


53.0656 


53.1851 


53.3047 


53.4242 


i^ 


50.6399 


50.7550 


50.8701 


50.9851 


51.1002 


51.2153 


51.3304 


51.4455 


1A 


48.6922 


48.8029 


48.9135 


49.0242 


49.1348 


49.2455 


49.3562 


49.4668 


1H 


46.7445 


46.8507 


46.9570 47.0632 


47.1695 


47.2757 


47.3819 


47.4882 


1A 


44.7968 


44.8986 45.0004 


45.1022 


45.2041 


45.3059 


45.4077 


45.5095 


i^ 


42.8491 


42.9465 


43.0439 


43.1413 


43.2387 


43.3360 


43.4334 


43.5308 


1A 


40.9014 


40.9944 


41.0874 


41.1803 


41.2733 


41.3662 


41.4592 


41.5521 


1M 


38.9538 


39.0423 


39.1308 


39.2193 


39.3079 


39.3964 


39.4849 


39.5735 


1A 


37.0061 


37.0902 


37.1743 


37.2584 


37.3425 


37.4266 


37.5107 


37.5948 


m 


35.0584 


35.1381 


35.2177 


35.2974 


35.3771 


35.4568 


35.5364 


35.6161 


LA 


33.1107 


33.1859 


33.2612 


33.3364 


33.4117 


33.4869 


33.5622 


33.6374 


1 


31.1630 


31.2338 


31.3047 


31.3755 


31.4463 


31.5171 


31.5880 


31.6588 


15 
16 


29.2153 


29.2817 


29.3481 


29.4145 


29.4809 


29.5473 


29.6137 


29.6801 


% 


27.2676 


27.3296 


27.3916 


27.4535 


27.5155 


27.5775 


27.6395 


27.7014 


13 
16 


25.3199 


25.3775 


25.4350 


25.4926 


25.5501 


25.6077 


25.6652 


25.7228 


M 


23.3723 


23.4254 


23.4785 


23.5316 


23.5847 


23.6378 


23.6910 


23.7441 


16 


21.4246 


21.4733 


21.5219 


21.5706 


21.6193 


21.6680 


21.7167 


21.7654 


X 


19.4769 


19.5211 


19.5654 


19.6097 


19.6539 


19.6982 


19.7425 


19.7867 


9 
16 


17.5292 


17.5690 


17.6089 


17.6487 


17.6885 


17.7284 


17.7682 


17.8081 


15 
3"2 


15.5815 


15.6169 


15.6523 


15.6877 


15.7232 


15.7586 


15.7940 


15.8294 


A 
H 


















3Y 

A 
A 

61 


















15 
61 
















A 
ti 
A 
*i 

A 

9 
61 


















Tf4 



















For metho4 of using this table, see page 173 



225 



[=1 


isi BRIE1R HILL g=d g=] 


WEIGHTS OF PLATES 




Width in Inches 


112 


112M 


H2H 


112 & 


113 


113M 113^ 113% 


2 


63.4592 


63.6009 


63.7425 


63.8842 


64.0258 


64.1675 64.3091 64.4508 


Hi 


61.4761 ; 61.6133 ; 61.7505 61.8878 


62.0250 


62.1622 62.2994 62.4367 


iVs 


59.4930 59.6258 59.7586 59.8914 


60.0242 


60.1570 60.2898 60.4226 


iff 


57.5099 57.6383 57.7666 57.8950 


58.0234 


58.1518 58.2801 58.4085 


1M 


55.5268 j 55.6507 55.7747 55.8986 


56.0226 


56.1465 56.2705 56.3944 


1H 


53.5437 53.6632 53.7827 53.9022 


54.0218 


54.1413 54.2608 54.3803 


1H 


51.5606 51.6757 51.7908 51.9059 


52.0210 


52.1361 52.2511 52.3662 


1^ 


49.5775 49.6882 49.7988 49.9095 


50.0202 


50.1308 50.2415 50.3521 


iy 2 


47.5944 47.7006 47.8069 


47.9131 


48.0194 


48.1256 48.2318 48.3381 


i& 


45.6113 45.7131 45.8149 


45.9167 


46.0185 


46.1204 46.2222 46.3240 


1M 


43.6282 ■• 43.7256 43.8230 43.9204 


44.0177 


44.1151 


44.2125 44.3099 


i& 


41.6451 41.7381 41.8310 


41.9240 


42.0169 


42.1099 


42.2028 42.2958 


IK 


39.6620 39.7505 39.8391 


39.9276 


40.0161 


40.1047 


40.1932 40.2817 


i& 


37.6789 37.7630 


37.8471 


37.9312 


38.0153 


38.0994 38.1835 i 38.2676 


IX 


35.6958 


35.7755 


35.8552 


35.9348 


36.0145 


36.0942 36.1739 36.2535 


1A 


33.7127 


33.7880 


33.8632 


33.9385 


34.0137 


34.0890:34.1642 34.2395 


1 


31.7296 31.8004 31.8713 31.9421 


32.0129 


32.0837 32.1546 32.2254 


H 


29.7465 29.8129 


29.8793 29.9457 


30.0121 


30.0785 30.1449 30.2113 


% 


27.7634 


27.8254 


27.8873 


27.9493 


28.0113 


28.0733 


28.1352 28.1972 


13 
18 


25.7803 


25.8378 


25.8954 


25.9529 


26.0105 


26.0680 


26.1256 26.1831 


X 


23.7972 


23.8503 


23.9034 


23.9566 


24.0097 


24.0628 


24.1159 


24.1690 


H 


21.8141 


21.8628 


21.9115 


21.9602 


22.0089 


22.0576 22.1062 22.1549 


^ 


19.8310 19.8753 19.9195 19.9638 


20.0081 


20.0523 20.0966 20.1409 


9 
16 


17.8479 ; 17.8877 17.9276 17.9674 


18.0073 


18.0471 18.0869 18.1268 




15.8648 


15.9002 


15.9356 


15.9710 


16.0065 


16.0419 


16.0773 


16.1127 


















% 


















H 


















A 


















17 


















64 


















M 


















A 


















H 


















A 


















H 


















A 


















A 


















H 


















54 


















For method of using this table, see page 173 



226 



ei 


m B ,R"I ER HILL [~i g=i. 


WEIGHTS OF PLATES 




Width in Inches 


114 


114M 


1UM 


114% 


115 


115M 


H5H 


115M 


2 


64.5924 


64.7341 


64.8757 


65.0174 


65.1590 


65.3007 


65.4423 


65.5840 


1H 


62.5739 


62.7111 


62.8483 


62.9856 


63.1228 


63.2600 


63.3972 


63.5345 


1% 


60.5554 


60.6882 60.8210 


60.9538 


61.0866 61.2194 


61.3522 


61.4850 


1« 


58.5369 


58.6652 


58.7936 


58.9220 


59.0503 


59.1787 


59.3071 


59.4355 


1M 


56.5184 


56.6423 


56.7662 


56.8902 


57.0141 


57.1381 


57.2620 


57.3860 


lft 


54.4998 


54.6194 


54.7389 


54.8584 


54.9779 


55.0974 


55.2169 


55.3365 


l^ 


52.4813 


52.5964 


52.7115 


52.8266 


52.9417 


53.0568 


53.1719 


53.2870 


1A 


50.4628 


50.5735 


50.6841 


50.7948 


50.9055 


51.0161 


51.1268 


51.2375 


1^ 


48.4443 


48.5505 


48.6568 


48.7630 


48.8693 


48.9755 


49.0817 


49.1880 


1A 


46.4258 


46.5276 


46.6294 


46.7312 


46.8330 


46.9348 


47.0366 


47.1385 


lj* 


44.4073 


44.5047 


44.6020 


44.6994 


44.7968 


44.8942 


44.9916 


45.0890 


1A 


42.3888 


42.4817 


42.5747 


42.6676 


42.7606 


42.8536 


42.9465 


43.0395 


1M 


40.3703 


40.4588 


40.5473 


40.6358 


40.7244 


40.8129 


40.9014 


40.9900 


1A 


38.3517 


38.4358 


38.5199 


38.6041 


38.6882 


38.7723 


38.8564 


38.9405 


1H 


36.3332 


36.4129 


36.4926 


36.5723 


36.6519 


36.7316 


36.8113 


36.8910 


1A 


34.3147 


34.3900 


34.4652 


34.5405 


34.6157 


34.6910 


34.7662 


34.8415 


l 


32.2962 


32.3670 


32.4379 


32.5087 


32.5795 


32.6503 


32.7212 


32.7920 


If 


30.2777 


30.3441 


30.4105 


30.4769 


30.5433 


30.6097 


30.6761 


30.7425 


K 


28.2592 


28.3211 


28.3831 


28.4451 


28.5071 


28.5690 


28.6310 


28.6930 


13 
16 


26.2407 


26.2982 


26.3558 


26.4133 


26.4708 


26.5284 


26.5859 


26.6435 


M 


24.2222 


24.2753 


24.3284 


24.3815 


24.4346 


24.4877 


24.5409 


24.5940 


11 
16 


22.2036 


22.2523 


22.3010 


22.3497 


22.3984 


22.4471 


22.4958 


22.5445 


h A 


20.1851 


20.2294 


20.2737 


20.3179 


20.3622 |20.4065 


20.4507 


20.4950 


Tg 


18.1666 


18.2065 18.2463 


18.2861 


18.3260 18.3658 


18.4056 


18.4455 


H 

T6 

** 
H 


16.1481 


16.1835 


16.2189 


16.2543 


16.2898 


16.3252 


16.3606 


16.3960 


A 

9 
32 

H 
M 
I! 

A 
tt 

A 
tt 

A 

9 
64 

A 


















For method of using this table, see page 173 



227 



[si 1=1 13 R I E, R HIL_,I_^ 1=1 1=1 


WEIGHTS OF PLATES 




Width in Inches 


116 


H6M 


116H 


116M 


117 117M 1173^ 


117M 
66.7172 


2 


65.7256 


65.8673 


66.0089 


66.1506 


66.2922 66.4339 66.5755 


1H 


63.6717 


63.8089 


63.9461 64.0833 64.2206 64.3578 64.4950 


64.6322 


l^ 


61.6177 


61.7505 61.8833 62.0161 62.1489 62.2817 62.4145 


62.5473 


1» 


59.5638 j 59.6922 59.8206 59.9489 60.0773 60.2057 60.3340 


60.4624 


lM 


57.5099 | 57.6338 j 57.7578 | 57.8817 | 58.0057 , 58.1296 , 58.2536 


58.3775 


ltt 


55.4560 ; 55.5755 55.6950 ! 55.8145 55.9340 ! 56.0536 ; 56.1731 


56.2926 


i^ 


53.4020 ! 53.5171 \ 53.6322 53.7473 j 53.8624 53.9775 54.0926 


54.2077 


lA 


51.3481 51.4588 ; 51.5695 51.6801 ! 51.7908 51.9014 52.0121 


52.1228 


1H 


49.2942 49.4004 49.5067 49.6129 49.7192 49.8254 49.9316 


50.0379 


1A 


47.2403 47.3421 ; 47.4439 47.5457 ; 47.6475 47.7493 


47.8511 


47.9529 


1% 


45.1863 45.2837 45.3811 45.4785 \ 45.5759 \ 45.6733 


45.7707 


45.8680 


1A 


43.1324 43.2254 


43.3183 43.4113 43.5043 43.5972 43.6902 


43.7831 


IK 


41.0785 1 41.1670 


41.2556 41.3441 41.4326 41.5212 41.6097 


41.6982 


1A 


39.0246 39.1087 


39.1928 39.2769 39.3610 39.4451 


39.5292 


39.6133 


1H 


36.9706 37.0503 


37.1300 37.2097 37.2894 37.3690 


37.4487 


37.5284 


1A 


34.9167 34.9920 ' 35.0672 35.1425 ! 35.2177 35.2930 35.3682 


35.4435 


l 


32.8628 32.9336 33.0045 33.0753 33.1461 j 33.2169 ; 33.2878 


33.3586 


if 


30.8089 30.8753 30.9417 31.0081 31.0745 31.1409 31.2073 


31.2737 


^ 


28.7549 ; 28.8169 28.8789 28.9409 29.0028 29.0648 29.1268 


29.1888 


1 3 
16 


26.7010 i 26.7586 26.8161 ; 26.8737 26.9312 , 26.9888 27.0463 


27.1038 


M 


24.6471 24.7002 24.7533 ! 24.8065 24.8596 24.9127 24.9658 


25.0189 


76 


22.5932 22.6419 ! 22.6906 22.7392 ! 22.7879 22.8366 22.8853 


22.9340 


SHi 


20.5392 20.5835 20.6278 20.6720 20.7163 20.7606 ! 20.8048 


20.8491 


A 


18.4853 18.5252 18.5650 18.6048 18.6447 18.6845 18.7244 


18.7642 


1 5 
32 

A 
1 3 
32 

H 

5 
16 

A 

il 
64 

M 

15 

A 

13 
61 

-3. 

16 

64 

A 

Vs 
A 


16.4314 


16.4668 


16.5022 


16.5376 


16.5731 


16.6085 16.6439 


16.6793 


For method of using this table, see page 173 



228 



[si 1=1- 



B R I El R 



H I I_^ L 



1=1 Isl 



WEIGHTS OF PLATES 



ps 



Width in Inches 



118 



118M H8K 118% 



119 119 Ji 119^ J H9M 



120 



66.8588 
64.7695 
62.6801 
60.5908 
58.5015 

56.4121 
54.3228 
52.2334 
50.1441 
48.0548 

45.9654 
43.8761 
41.7868 
39.6974 
37.6081 

35.5187 
33.4294 
31.3401 
29.2507 
27.1614 

25.0721 
22.9827 
20.8934 
18.8040 
16.7147 



67.0005|67. 1421J67. 2838 67.4254 67.5671 67.7087 67.8504 
64. 9067|65. 0439 65.1811 65.3184 65.4556|65. 5928 65.7300 



62.8129 
60.7192 
58.6254 

56.5316 
54.4379 
52.3441 
50.2503 
48.1566 

46.0628 
43.9690 
41.8753 
39.7815 
37.6878 

35.5940 
33.5002 
31.4065 
29.3127 
27.2189 

25.1252 
23.0314 
20.9376 
18.8439 
16.7501 



62.9457 
60.8475 

58.7493 



63.0785 
60.9759 
58.8733 



56.6511 56.7707 
54.5530 54.6680 
52. 4548 1 52. 5654 
50.3566 50.4628 
48.2584 48.3602 



46.1602 
44.0620 
41.9638 
39.8656 
37.7674 

35.6692 
33.5711 
31.4729 
29.3747 
27.2765 

25.1783 
23.0801 
20.9819 
18.8837 
16.7855 



46.2576 
44.1550 
42.0523 
39.9497 
37.8471 

35.7445 
33.6419 
31.5393 
29.4366 
27.3340 

25.2314 
23.1288 
21.0262 
18.9236 
16.8209 



63.2113 63. 3441J 63. 4769 63.6097 
61.1043 61. 2326161. 3610 61.4894 
58.9972 59.1212 59.2451 59.3691 

56.8902 57.0097 57.1292 57.2487 
54.7831 54.8982 55. 013355. 1284 
52.6761 52.7868(52.8974 53.0081 
50.5691 50.6753 50.7815 50.8878 
48.4620 48.5638 48.6656 48.7674 



46.3550 46.4523 
44.2479 44.3409 
42.1409 42.2294 
40.0338 40.1179 
37.9268 38.0065 

35.8197 35.8950 
33.7127 33.7835 
31.6057 31.6721 
29.4986 29.5606 
27.3916 27.4491 

25.2845 25.3376 
23.1775 23.2262 
21.0704 21.1147 
18.9634 19.0032 
16.8564 16.8918 



46.5497 46.6471 
44.4338 44.5268 
42.3179;42.4065 
40.2020 40.2861 
38.086138.1658 

35.9702 36.0455 
33.8544 33.9252 
31.7384|31.8048 
29.6226j29.6845 
27.5067 27.5642 



25.3908 
23.2749 



25.4439 
23.3236 



21.1590 21.2032 
19.0431 19.0829 
16.9272 16.9626 



67.9920 
65.8673 
63.7425 
61.6177 
59.4930 

57.3682 
55.2435 
53.1187 
50.9940 
48.8692 

46.7445 
44.6197 
42.4950 
40.3703 
38.2455 

36.1207 
33.9960 
31.8712 
29.7465 
27.6217 

25.4970 
23.3722 
21.2475 
19.1227 
16.9980 



For method of using this table, see page 173 



229 



R I E R HILL. 1=1 [si 



METHOD OF USING TABLE OF 

WEIGHTS OF BLUE ANNEALED, 

BLACK AND GALVANIZED 

SHEETS 

A rapid calculating table for users of 
Blue Annealed, Black and Gal- 
vanized Sheets is printed on the follow- 
ing pages. 

The weight of any sheet of known di- 
mensions may be found by multiplying 
the length of the sheet in inches by the 
number shown in the table opposite its 
corresponding gauge and width. 

For example: A black sheet 10 gauge 
—19y 2 "x 113"— weighs 113 times .7617 
or 86.07 pounds. 

The same example applies to the use 
of the Galvanized Sheet Table shown on 
page 241. 

For tables covering heavier gauges of 
Blue Annealed Sheets, consult page 174. 

(Tables showing Weights of Blue Annealed and Black Sheets 
are copyrighted). 



230 



i=a osi - Q R I E, R 



HILL s iai 



WEIGHTS OF BLUE ANNEALED AND BLACK SHEETS 



3 


Width in Inches 


5 




18 


18M 


18K 


18M 


19 


19H 


19& 


19M 


7 


.9375 


.9505 


.9635 


.9766 


.9896 


1.0026 


1.0156 


1.0286 


8 


.8594 


.8713 


.8832 


.8952 


.9071 


.9190 


.9310 


.9429 


9 


.7812 


.7921 


.8029 


.8138 


.8246 


.8355 


.8463 


.8572 


10 


.7031 


.7129 


.7227 


.7324 


.7422 


.7520 


.7617 


.7715 


11 


.6250 


.6337 


.6424 


.6510 


.6597 


.6684 


.6771 


.6858 


12 


.5469 


.5545 


.5621 


.5697 


.5773 


.5849 


.5924 


.6000 


13 


.4687 


.4753 


.4818 


.4883 


.4948 


.5013 


.5078 


.5143 


14 


.3906 


.3960 


.4015 


.4069 


.4123 


.4177 


.4232 


.4286 


15 


.3516 


.3564 


.3613 


.3662 


.3711 


.3760 


.3809 


.3857 


16 


.3125 


.3168 


.3212 


.3255 


.3299 


.3342 


.3385 


.3429 


17 


.2812 


.2852 


.2891 


.2930 


.2969 


.3008 


.3047 


.3086 


18 


.2500 


.2535 


.2569 


.2604 


.2639 


.2674 


.2708 


.2743 


19 


.2188 


.2218 


.2248 


.2279 


.2309 


.2339 


.2370 


.2400 


20 


.1875 


.1901 


.1927 


.1953 


.1979 


.2005 


.2031 


.2057 


21 


.1719 


.1743 


.1767 


.1790 


.1814 


.1838 


.1862 


.1886 


22 


.1562 


.1584 


.1606 


.1628 


.1649 


.1671 


.1693 


.1714 


23 


.1406 


.1426 


.1445 


.1465 


.1484 


.1504 


.1523 


.1543 


24 


.1250 


.1267 


.1285 


.1302 


.1319 


.1337 


.1354 


.1372 


25 


.1094 


.1109 


.1124 


.1139 


.1155 


.1170 


.1185 


.1200 


26 


.0938 


.0951 


.0964 


.0977 


.0990 


.1003 


.1016 


.1029 


27 


.0859 


.0871 


.0883 


.0895 


.0907 


.0919 


.0931 


.0943 


28 


.0781 


.0792 


.0803 


.0814 


.0825 


.0836 


.0846 


.0857 


29 


.0703 


.0713 


.0723 


.0732 


.0742 


.0752 


.0762 


.0772 


30 


.0625 


.0634 


.0642 


.0651 


.0660 


.0668 


.0677 


.0686 


95 
M 








Width n 


i Inches 











20 


20M 


20^ 


20M 


21 


21M 


21*4 


21% 


7 


1.0417 


1.0547 


1.0677 


1.0807 


1.0937 


1.1068 


1.1198 


1.1328 


8 


.9548 


.9668 


.9787 


.9907 


1.0026 


1.0145 


1.0265 


1.0384 


9 


.8680 


.8789 


.8897 


.9006 


.9115 


.9223 


.9332 


.9440 


10 


.7812 


.7910 


.8008 


.8105 


.8203 


.8301 


.8398 


8496 


11 


.6944 


.7031 


.7118 


.7205 


.7292 


.7378 


.7465 


.7552 


12 


.6076 


.6152 


.6228 


.6304 


.6380 


.6456 


.6532 


.6608 


13 


.5208 


.5273 


.5339 


.5404 


.5469 


.5534 


.5599 


.5664 


14 


.4340 


.4394 


.4449 


.4503 


.4557 


4612 


.4666 


.4720 


15 


.3906 


.3955 


.4004 


.4053 


.4102 


.4150 


.4199 


.4248 


16 


.3472 


.3516 


.3559 


.3602 


.3646 


.3689 


.3733 


.3776 


17 


.3125 


.3164 


.3203 


.3242 


.3281 


.3320 


.3359 


.3398 


18 


.2778 


.2812 


.2847 


.2882 


.2917 


.2951 


.2986 


.3021 


19 


.2431 


.2461 


.2491 


.2522 


.2552 


.2582 


.2613 


.2643 


20 


.2083 


.2109 


.2135 


.2161 


.2188 


.2214 


.2240 


.2266 


21 


.1910 


.1934 


.1958 


.1981 


.2005 


.2029 


.2053 


.2077 


22 


.1736 


.1758 


.1779 


.1801 


.1823 


1845 


.1866 


.1888 


23 


.1562 


.1582 


.1602 


.1621 


.1641 


.1660 


.1680 


.1699 


24 


.1389 


.1406 


.1424 


.1441 


.1458 


.1476 


.1493 


.1510 


25 


.1215 


.1230 


.1246 


.1261 


.1276 


.1291 


.1306 


.1322 


26 


.1042 


.1055 


.1068 


.1081 


.1094 


.1107 


.1120 


.1133 


27 


.0955 


.0967 


.0979 


.0991 


.1003 


.1015 


.1026 


.1038 


28 


.0868 


.0879 


.0890 


.0901 


.0911 


.0922 


.0933 


.0944 


29 


.0781 


.0791 


.0801 


.0811 


.0820 


.0830 


.0840 


.0850 


30 


.0694 


.0703 


1 .0712 


.0721 


.0729 


.0738 


.0747 


.0755 



For method of using this table, see page 230 
(Tables of Weights of Blue Annealed and Black Sheets are Copyrighted) 



231 



tun Dma B R I El F* 



HILL 1=1 i=i 



WEIGHTS OF BLUE ANNEALED AND BLACK SHEETS 



0) 








Width in Inches 











22 


22M 


22^ 


22M 


23 


23M 


23^ 


23 U 


7 


1.1458 


1.1589 


1.1719 


1.1849 


1.1979 


1.2109 


1.2240 


1.2370 


8 


1.0503 


1.0623 


1.0742 


1.0861 


1.0981 


1.1100 


1.1219 


1.1339 


9 


.9549 


.9657 


.9766 


.9874 


.9983 


1.0091 


1.0200 


1.0308 


10 


.8594 


.8691 


.8789 


.8887 


.8984 


.9082 


.9180 


.9277 


11 


.7639 


.7726 


.7812 


.7899 


.7986 


.8073 


.8160 


.8246 


12 


.6684 


.6760 


.6836 


.6912 


.6988 


.7064 


.7140 


.7216 


13 


.5729 


.5794 


.5859 


.5924 


.5990 


.6055 


.6120 


. 6185 


14 


.4774 


.4829 


.4883 


.4937 


.4991 


.5046 


.5100 


.5154 


15 


.4297 


.4346 


.4395 


.4443 


.4492 


.4541 


.4590 


.4639 


16 


.3819 


.3863 


.3906 


.3950 


.3993 


.4036 


.4080 


.4123 


17 


.3437 


.3477 


.3516 


.3555 


.3594 


.3633 


.3672 


.3711 


18 


.3056 


.3090 


.3125 


.3160 


.3194 


.3229 


.3264 


.3299 


19 


.2674 


.2704 


.2734 


.2765 


.2795 


.2826 


.2856 


.2886 


20 


.2292 


.2318 


.2344 


.2370 


.2396 


.2422 


.2448 


.2474 


21 


.2101 


.2125 


.2148 


.2172 


.2196 


.2220 


.2244 


.2268 


22 


.1910 


.1931 


.1953 


.1975 


.1996 


.2018 


.2040 


.2062 


23 


.1719 


.1738 


.1758 


.1777 


.1797 


.1816 


.1836 


.1855 


24 


.1528 


.1545 


.1562 


.1580 


.1597 


.1615 


.1632 


.1649 


25 


.1337 


.1352 


.1367 


.1382 


.1398 


.1413 


.1428 


.1443 


26 


.1146 


.1159 


.1172 


.1185 


.1198 


.1211 


.1224 


.1237 


27 


.1050 


.1062 


.1074 


.1086 


.1098 


.1110 


.1122 


.1134 


28 


.0955 


.0966 


.0977 


.0987 


.0998 


.1009 


.1020 


.1031 


29 


.0859 


.0869 


.0879 


.0889 


.0898 


.0908 


.0918 


.0928 


30 


.0764 


.0773 


.0781 


.0790 


.0799 


.0807 


.0816 


.0825 



® 

00 








Width 


en Inches 






3 




24 


24M 


24^ 


24M 


25 


25M 


25V 2 


25M 


7 


1.2500 


1.2630 


1.2760 


1.2891 


1.3021 


1.3151 


1.3281 


1.3411 


8 


1.1458 


1.1578 


1.1697 


1.1816 


1.1936 


1.2055 


1.2174 


1.2294 


9 


1.0417 


1.0525 


1.0634 


1.0742 


1.0851 


1.0959 


1.1068 


1.1176 


10 


.9375 


.9473 


.9570 


.9668 


.9766 


.9863 


.9961 


1.0059 


11 


.8333 


.8420 


.8507 


.8594 


.8681 


.8767 


.8854 


.8941 


12 


.7292 


.7368 


.7444 


.7520 


.7596 


.7671 


.7747 


.7823 


13 


.6250 


.6315 


.6380 


.6445 


.6510 


.6576 


.6641 


.6706 


14 


.5208 


.5263 


.5317 


.5371 


.5425 


.5480 


.5534 


.5588 


15 


.4687 


.4736 


.4785 


.4834 


.4883 


.4932 


.4980 


.5029 


16 


.4167 


.4210 


.4253 


.4297 


.4340 


.4384 


.4427 


.4471 


17 


.3750 


.3789 


.3828 


.3867 


.3906 


.3945 


.3984 


.4023 


18 


.3333 


.3368 


.3403 


.3437 


.3472 


.3507 


.3542 


.3576 


19 


.2917 


.2947 


.2977 


.3008 


.3038 


.3069 


.3099 


.3129 


20 


.2500 


.2526 


.2552 


.2578 


.2604 


.2630 


.2656 


.2682 


21 


.2292 


.2316 


.2339 


.2363 


.2387 


.2411 


.2435 


.2459 


22 


.2083 


.2105 


.2127 


.2148 


.2170 


.2192 


.2214 


.2235 


23 


.1875 


.1895 


.1914 


.1934 


.1953 


.1973 


.1992 


.2012 


24 


.1667 


.1684 


.1701 


.1719 


.1736 


.1753 


.1771 


.1788 


25 


.1458 


.1474 


.1489 


.1504 


.1519 


.1534 


.1549 


.1565 


26 


.1250 


.1263 


.1276 


.1289 


.1302 


.1315 


.1328 


.1341 


27 


.1146 


.1158 


.1170 


.1182 


.1194 


.1206 


.1217 


.1229 


28 


.1042 


.1053 


.1063 


.1074 


.1085 


.1096 


.1107 


.1118 


29 


.0938 


.0947 


.0957 


.0967 


.0977 


.0986 


.0996 


.1006 


30 


.0833 


.0842 


.0851 


.0859 


.0868 


.0877 


.0885 


.0894 



For method of using this table, see page 230 



232 



G=a g=§T- B R I E: R 



HILL 



[=] [=i 



WEIGHTS 


OF BLUE ANNEALED AND BLACK SHEETS 


S 

3 


Width in Inches 


3 



26 


26M 


2ey 2 


26M 


27 


27^ 


27^ 


27% 


7 


1.3542 


1.3672 


1.3802 


1.3932 


1.4062 


1.4193 


1.4323 


1.4453 


8 


1.2413 


1.2532 


1.2652 


1.2771 


1.2890 


1.3010 


1.3129 


1.3249 


9 


1.1285 


1.1393 


1.1502 


1.1610 


1.1719 


1.1827 


1.1936 


1.2044 


10 


1.0156 


1.0254 


1.0352 


1.0449 


1.0547 


1.0645 


1.0742 


1.0840 


11 


.9028 


.9115 


.9201 


.9288 


.9375 


.9462 


.9549 


.9635 


12 


.7899 


.7975 


.8051 


.8127 


.8203 


.8279 


.8355 


.8431 


13 


.6771 


.6836 


.6901 


.6966 


.7031 


.7096 


.7161 


.7227 


14 


.5642 


.5697 


.5751 


.5805 


.5859 


.5914 


.5968 


.6022 


15 


.5078 


.5127 


.5176 


.5225 


.5273 


.5322 


.5371 


.5420 


16 


.4514 


.4557 


.4601 


.4644 


.4688 


.4731 


.4774 


.4818 


17 


.4062 


.4102 


.4141 


.4180 


.4219 


.4258 


.4297 


.4336 


18 


.3611 


.3646 


.3681 


.3715 


.3750 


.3785 


.3819 


.3854 


19 


.3160 


.3190 


.3220 


.3251 


.3281 


.3312 


.3342 


.3372 


20 


.2708 


.2734 


.2760 


.2786 


.2813 


.2839 


.2865 


.2891 


21 


.2483 


.2507 


.2530 


.2554 


.2578 


.2602 


.2626 


.2650 


22 


.2257 


.2279 


.2300 


.2322 


.2344 


.2365 


.2387 


.2409 


23 


.2031 


.2051 


.2070 


.2090 


.2109 


.2129 


.2148 


.2168 


24 


.1806 


.1823 


.1840 


.1858 


.1875 


.1892 


.1910 


.1927 


25 


.1580 


.1595 


.1610 


.1625 


.1641 


.1656 


.1671 


.1686 


26 


.1354 


.1367 


.1380 


.1393 


.1406 


.1419 


.1432 


.1445 


27 


.1241 


.1253 


.1265 


.1277 


.1289 


.1301 


.1313 


.1325 


28 


.1129 


.1139 


.1150 


.1161 


.1172 


.1183 


.1194 


.1204 


29 


.1016 


.1025 


.1035 


.1045 


.1055 


.1064 


.1074 


.1084 


30 


.0903 


.0912 


.0920 


.0929 


.0938 


.0946 


.0955 


.0964 


CD 
M 
3 








Width it 


J Inches 








03 




28 


28M 


28^ 


28M 


29 


29M 


29^ 


29M 


7 


1.4583 


1.4714 


1.4844 


1.4974 


1.5104 


1.5234 


1.5365 


1.5495 


8 


1.3368 


1.3487 


1.3607 


1.3726 


1.3845 


1.3965 


1.4084 


1.4203 


9 


1.2153 


1.2261 


1.2370 


1.2478 


1.2587 


1.2695 


1.2804 


1.2912 


10 


1.0937 


1.1035 


1.1133 


1.1230 


1.1328 


1.1426 


1.1523 


1.1621 


11 


.9722 


.9809 


.9896 


.9983 


1.0069 


1.0156 


1.0243 


1.0330 


12 


.8507 


.8583 


.8659 


.8735 


.8811 


.8887 


.8963 


.9039 


13 


.7292 


.7357 


.7422 


.7487 


.7552 


.7617 


.7682 


.7747 


14 


.6076 


.6131 


.6185 


.6239 


.6293 


.6348 


.6402 


.6456 


15 


.5469 


.5518 


.5566 


.5615 


.5664 


.5713 


.5762 


.5811 


16 


.4861 


.4905 


.4948 


.4991 


.5035 


.5078 


.5122 


.5165 


17 


.4375 


.4414 


.4453 


.4492 


.4531 


.4570 


.4609 


.4648 


18 


.3889 


.3924 


.3958 


.3993 


.4028 


.4062 


.4097 


.4132 


19 


.3403 


.3433 


.3464 


.3494 


.3524 


.3555 


.3585 


.3615 


20 


.2917 


.2943 


.2969 


.2995 


.3021 


.3047 


.3073 


.3099 


21 


.2674 


.2698 


.2721 


.2745 


.2769 


.2793 


.2817 


.2841 


22 


.2431 


.2452 


.2474 


.2496 


.2517 


.2539 


.2561 


.2582 


23 


.2187 


.2207 


.2227 


.2246 


.2266 


.2285 


.2305 


.2324 


24 


.1944 


.1962 


.1979 


.1997 


.2014 


.2031 


.2049 


.2066 


25 


.1701 


.1717 


.1732 


.1747 


.1762 


.1777 


.1793 


.1808 


26 


.1458 


.1471 


.1484 


.1497 


.1510 


.1523 


.1536 


.1549 


27 


.1337 


.1349 


.1361 


.1373 


.1385 


.1397 


.1408 


.1420 


28 


.1215 


.1226 


.1237 


.1248 


.1259 


.1270 


.1280 


.1291 


29 


.1094 


.1104 


.1113 


.1123 


.1133 


.1143 


.1152 


.1162 


30 


.0972 


.0981 


.0990 


.0998 


.1007 


.1016 


.1024 


.1033 



For method of using this table, 



page 230 



233 



r i k: r 



H I L !_. 



^J 



WEIGHTS 


OF BLUE ANNEALED AND BLACK SHEETS 


41 


Width in Inches 





30 


30M 


soy 2 


30M 


31 


31M 


31^ 


31M 


7 


1.5625 


1.5755 


1.5885 


1.6016 


1.6146 


1.6276 


1.6406 


1.6536 


8 


1.4323 


1.4442 


1.4561 


1.4681 


1.4800 


1.4920 


1.5039 


1.5158 


9 


1.3021 


1.3129 


1.3238 


1.3346 


1.3455 


1.3563 


1.3672 


1.3780 


10 


1.1719 


1.1816 


1.1914 


1.2012 


1.2109 


1.2207 


1.2305 


1.2402 


11 


1.0417 


1.0503 


1.0590 


1.0677 


1.0764 


1.0851 


1.0937 


1.1024 


12 


.9115 


.9191 


.9267 


.9342 


.9418 


.9494 


.9570 


.9646 


13 


.7812 


.7878 


.7943 


.8008 


.8073 


.8138 


.8203 


.8268 


14 


.6510 


.6565 


.6619 


.6673 


.6727 


.6782 


.6836 


.6890 


15 


.5859 


.5908 


.5957 


.6006 


.6055 


.6104 


.6152 


.6201 


16 


.5208 


.5252 


.5295 


.5339 


.5382 


.5425 


.5469 


.5512 


17 


.4687 


.4727 


.4766 


.4805 


.4844 


.4883 


.4922 


.4961 


18 


.4167 


.4201 


.4236 


.4271 


.4306 


.4340 


.4375 


.4410 


19 


.3646 


.3676 


.3707 


.3737 


.3767 


.3798 


.3828 


.3859 


20 


.3125 


.3151 


.3177 


.3203 


.3229 


.3255 


.3281 


.3307 


21 


.2865 


.2889 


.2912 


.2936 


.2960 


.2984 


.3008 


.3032 


22 


.2604 


.2626 


.2648 


.2669 


.2691 


.2713 


.2734 


.2756 


23 


.2344 


.2363 


.2383 


.2402 


.2422 


.2441 


.2461 


.2480 


24 


.2083 


.2101 


.2118 


.2135 


.2153 


.2170 


.2187 


.2205 


25 


.1823 


.1838 


.1853 


.1868 


.1884 


.1899 


.1914 


.1929 


26 


.1563 


.1576 


.1589 


.1602 


.1615 


.1628 


.1641 


.1654 


27 


.1432 


.1444 


.1456 


.1468 


.1480 


.1492 


.1504 


.1516 


28 


.1302 


.1313 


.1324 


.1335 


.1346 


.1356 


.1367 


.1378 


29 


.1172 


.1182 


.1191 


.1201 


.1211 


.1221 


.1231 


.1240 


30 


.1042 


.1050 


.1059 


.1068 


.1076 


.1085 


.1094 


.1102 











Width in Inches 








3 




32 


32M 


32^ 


32 % 


33 


33M 


33M 


33 % 


7 


1.6667 


1.6797 


1.6927 


1.7057 


1.7187 1 


1.7318 


1 . 7448 


1.7578 


8 


1.5278 


1.5397 


1.5516 


1.5636 


1.5755 


1.5874 


1.5994 


1.6113 


9 


1.3889 


1.3997 


1.4106 


1.4214 


1.4323 


1.4431 


1.4540 


1.4648 


10 


1.2500 


1.2598 


1.2695 


1.2793 


1.2891 


1.2988 


1.3086 


1.3184 


11 


1.1111 


1.1198 


1.1285 


1.1371 


1.1458 


1.1545 


1.1632 


1.1719 


12 


.9722 


.9798 


.9874 


.9950 


1.0026 


1.0102 


1.0178 


1.0254 


13 


.8333 


.8398 


.8464 


.8529 


.8594 


.8659 


.8724 


.8789 


14 


.6944 


.6999 


.7053 


.7107 


.7161 


.7216 


.7270 


.7324 


15 


.6250 


.6299 


.6348 


.6396 


.6445 


.6494 


.6543 


.6592 


16 


.5556 


.5599 


.5642 


.5686 


.5729 


.5773 


.5816 


.5859 


17 


.5000 


.5039 


.5078 


.5117 


.5156 


.5195 


.5234 


.5273 


18 


.4444 


.4479 


.4514 


.4549 


.4583 


.4618 


.4653 


.4687 


19 


.3889 


.3919 


.3950 


.3980 


.4010 


.4041 


.4071 


.4102 


20 


.3333 


.3359 


.3385 


.3412 


.3438 


.3464 


.3490 


.3516 


21 


.3056 


.3079 


.3103 


.3127 


.3151 


.3175 


.3199 


.3223 


22 


.2778 


.2799 


.2821 


.2843 


.2865 


.2886 


.2908 


.2930 


23 


.2500 


.2519 


.2539 


.2559 


.2578 


.2598 


.2617 


.2637 


24 


.2222 


.2240 


.2257 


.2274 


.2292 


.2309 


.2326 


.2344 


25 


.1944 


S .1960 


.1975 


.1990 


.2005 


.2020 


.2036 


.2051 


26 


.1667 


.1680 


.1693 


.1706 


.1719 


.1732 


.1745 


.1758 


27 


.1528 


.1540 


.1552 


.1564 


.1576 


.1587 


.1599 


.1611 


28 


.1389 


.1400 


.1411 


.1421 


.1432 


.1443 


.1454 


.1465 


29 


.1250 


.1260 


. 1270 


.1279 


.1289 


.1299 


.1309 


.1318 


30 


1 .1111 


.1120 


.1129 


.1137 


.1146 


.1155 


.1163 


.1172 



For method of using this table, 



page 230 



234 



ss B R IER 



H I LL & d=i 



WEIGHTS OF BLUE ANNEALED AND BLACK SHEETS 



3 


Width in Inches 


1 




34 


MH 


343^ 


34% 


35 


35M 


353^ 


35M 


7 


1.7708 


1.7838 


1.7969 


1.8099 


1.8229 


1.8359 


1.8490 


1.8620 


8 


1.6232 


1.6352 


1.6471 


1.6590 


1.6710 


1.6829 


1.6949 


1.7068 


9 


1.4757 


1.4865 


1.4974 


1.5082 


1.5191 


1.5299 


1.5408 


1.5516 


10 


1.3281 


1.3379 


1.3477 


1.3574 


1.3672 


1.3769 


1.3867 


1.3965 


11 


1.1805 


1.1892 


1.1979 


1.2066 


1.2153 


1.2240 


1.2326 


1.2413 


12 


1.0330 


1.0406 


1.0482 


1.0558 


1.0634 


1.0710 


1.0786 


1.0862 


13 


.8854 


.8919 


.8984 


.9049 


.9115 


.9180 


.9245 


.9310 


14 


.7378 


.7433 


.7487 


.7541 


.7595 


.7650 


.7704 


7758 


15 


.6641 


.6689 


.6738 


.6787 


.6836 


.6885 


.6934 


.6982 


16 


.5903 


.5946 


.5990 


.6033 


.6076 


.6120 


.6163 


.6207 


17 


.5312 


.5351 


.5391 


.5430 


.5469 


.5508 


. 5547 


.5586 


18 


.4722 


.4757 


.4792 


.4826 


.4861 


.4896 


.4931 


.4965 


19 


.4132 


.4162 


.4193 


.4223 


.4253 


.4284 


.4314 


.4345 


20 


.3542 


.3568 


.3594 


.3620 


.3646 


.3672 


.3698 


.3724 


21 


.3247 


.3270 


.3294 


.3318 


.3342 


.3366 


.3390 


.3414 


22 


.2951 


.2973 


.2995 


.3016 


.3038 


.3060 


.3082 


.3103 


23 


.2656 


.2676 


.2695 


.2715 


.2734 


.2754 


.2773 


.2793 


24 


.2361 


.2378 


.2396 


.2413 


.2431 


.2448 


.2465 


.2483 


25 


.2066 


.2081 


.2096 


.2112 


.2127 


.2142 


.2157 


.2172 


26 


.1771 


.1784 


.1797 


.1810 


.1823 


.1836 


.1849 


.1862 


27 


.1623 


.1635 


.1647 


.1659 


.1671 


.1683 


.1695 


.1707 


28 


.1476 


.1487 


.1497 


.1508 


.1519 


.1530 


.1541 


.1552 


29 


.1328 


.1338 


.1348 


.1357 


.1367 


.1377 


.1387 


.1397 


30 


.1181 


.1189 


.1198 


.1207 


.1215 


.1224 


.1233 


.1241 


3 








Width ir 


j Inches 











36 


36M 


36^ 


36M 


37 


37M 


37H 


37M 


7 


1.8750 


1.8880 


1.9010 


1.9141 


1.9271 


1.9401 


1.9531 


1.9661 


8 


1.7187 


1.7307 


1.7426 


1.7545 


1.7665 


1.7784 


1.7903 


1.8023 


9 


1.5625 


1.5733 


1.5842 


1.5950 


1.6059 


1.6167 


1.6276 


1.6384 


10 


1.4062 


1.4160 


1.4258 


1.4355 


1.4453 


1.4551 


1.4648 


1.4746 


11 


1.2500 


1.2587 


1.2674 


1.2760 


1.2847 


1.2934 


1.3021 


1.3108 


12 


1.0938 


1.1013 


1.1089 


1.1165 


1.1241 


1.1317 


1.1393 


1.1469 


13 


.9375 


.9440 


.9505 


.9570 


.9635 


.9700 


.9766 


.9831 


14 


.7812 


.7867 


.7921 


.7975 


.8029 


.8084 


.8138 


.8192 


15 


.7031 


.7080 


.7129 


.7178 


.7227 


.7275 


.7324 


.7373 


16 


.6250 


.6293 


.6337 


.6380 


.6424 


.6467 


.6510 


.6554 


17 


.5625 


.5664 


.5703 


.5742 


.5781 


.5820 


.5859 


.5898 


18 


.5000 


.5035 


.5069 


.5104 


.5139 


.5174 


.5208 


.5243 


19 


.4375 


.4405 


.4436 


.4466 


.4497 


.4527 


.4557 


.4588 


20 


.3750 


.3776 


.3802 


.3828 


.3854 


.3880 


.3906 


.3932 


21 


.3438 


.3461 


.3485 


.3509 


.3533 


.3557 


.3581 


.3605 


22 


.3125 


.3147 


.3168 


.3190 


.3212 


.3233 


.3255 


.3277 


23 


.2812 


.2832 


.2852 


.2871 


.2891 


.2910 


.2930 


.2949 


24 


.2500 


.2517 


.2535 


.2552 


.2569 


.2587 


.2604 


.2622 


25 


.2188 


.2203 


.2218 


.2233 


.2248 


.2263 


.2279 


.2294 


26 


.1875 
















27 


.1719 
















28 


.1563 
















29 


. 1406 
















30 


.1250 

















For method of using this table, see page 230 



235 



[=J Isl 



WEIGHTS OF BLUE ANNEALED AND BLACK SHEETS 



bo 






Width in 


Inches 











38 


38Ji 


38^ 


38M 


39 


39^ 


39^ 


39M 


7 


1.9792 


1.9922 


2.0052 


2.0182 


2.0312 


2.0443 


2.0573 


2.0703 


8 


1.8142 


1.8261 


1.8381 


1.8500 


1.8620 


1.8739 


1.8858 


1.8978 


9 


1.6493 


1.6601 


1.6710 


1.6818 


1.6927 


1.7035 


1.7144 


1.7252 


10 


1.4844 


1.4941 


1.5039 


1.5137 


1.5234 


1.5332 


1 . 5430 


1.5527 


11 


1.3194 


1.3281 


1.3368 


1.3455 


1.3542 


1.3628 


1.3715 


1.3802 


12 


1.1545 


1.1621 


1.1697 


1.1773 


1.1849 


1.1925 


1.2001 


1.2077 


13 


.9896 


.9961 


1.0026 


1.0091 


1.0156 


1.0221 


1.0286 


1.0352 


14 


.8246 


.8301 


.8355 


.8409 


.8463 


.8518 


.8572 


.8626 


15 


.7422 


.7471 


.7520 


.7568 


.7617 


.7666 


.7715 


.7764 


16 


.6597 


.6641 


.6684 


67.27 


.6771 


.6814 


.6858 


.6901 


17 


.5937 


.5976 


.6016 


.6055 


.6094 


.6133 


.6172 


.6211 


18 


.5278 


.5312 


.5347 


.5382 


.5417 


.5451 


.5486 


.5521 


19 


.4618 


.4648 


.4679 


.4709 


.4740 


.4770 


.4800 


.4831 


20 


.3958 


.3984 


.4010 


.4037 


.4063 


.4089 


.4115 


.4141 


21 


.3629 


.3652 


.3676 


.3700 


.3724 


.3748 


.3772 


.3796 


22 


.3299 


.3320 


.3342 


.3364 


.3385 


.3407 


.3429 


.3450 


23 


.2969 


.2988 


.3008 


.3027 


.3047 


.3066 


.3086 


.3105 


24 


.2639 


.2656 


.2674 


.2691 


.2708 


.2726 


.2743 


.2760 


25 


.2309 


.2324 


.2339 


.2355 


.2370 


.2385 


.2400 


.2415 


26 


















27 


















28 


















29 


• 
















30 



















93 






Width in 


Inches 








03 




40 


40^ 


40^ 


40M 


41 


41M 


41^ 


41M 


7 


2.0833 


2.0963 


2.1094 


2.1224 


2.1354 


2.1484 


2.1615 


2.1745 


8 


1 9097 


1.9216 


1.9336 


1.9455 


1.9574 


1.9694 


1.9813 


1.9932 


9 


1.7361 


1.7469 


1.7578 


1.7686 


1.7795 


1.7903 


1.8012 


1.8121 


10 


1.5625 


1.5723 


1.5820 


1.5918 


1.6016 


1.6113 


1.6211 


1.6309 


11 


1.3889 


1.3976 


1.4062 


1.4149 


1.4236 


1.4323 


1.4410 


1.4496 


12 


1.2153 


1.2229 


1.2305 


1.2381 


1.2457 


1.2533 


1.2609 


1.2684 


13 


1.0417 


1.0482 


1.0547 


1.0612 


1.0677 


1.0742 


1.0807 


1.0872 


14 


.8680 


.8735 


.8789 


.8843 


.8897 


.8952 


.9006 


.9060 


15 


.7812 


.7861 


.7910 


.7959 


.8008 


.8057 


.8105 


.8154 


16 


.6944 


.6988 


.7031 


.7075 


.7118 


.7161 


.7205 


.7248 


17 


.6250 


.6289 


.6328 


.6367 


.6406 


.6445 


.6484 


.6523 


18 


.5556 


.5590 


.5625 


.5660 


.5694 


.5729 


.5764 


.5799 


19 


.4861 


.4892 


.4922 


.4952 


.4983 


.5013 


.5043 


.5074 


20 


.4167 


.4193 


.4219 


.4245 


.4271 


.4297 


.4323 


.4349 


21 


.3820 


.3843 


.3867 


.3891 


.3915 


.3939 


.3963 


.3987 


22 


.3472 


.3494 


.3516 


.3537 


.3559 


.3581 


.3602 


.3624 


23 


.3125 


.3144 


.3164 


.3184 


.3203 


.3223 


.3242 


.3262 


24 


.2778 


.2795 


.2812 


.2830 


.2847 


.2865 


.2882 


.2899 


. 25 


.2431 


.2446 


.2461 


.2476 


.2491 


.2507 


.2522 


.2537 


26 


















27 


















28 


















29 


















30 



















For method of using this table, see page 230 



236 



[«i i=i 3 RI'ER 



H I I_^ !_. Isl lal 



WEIGHTS OF BLUE ANNEALED AND BLACK SHEETS 



0) 

M 

3 


Width in Inches 


c3 



42 


42 M 


42^ 


42% 


43 


43 H 


43^ 


43 H 


7 


2.1875 


2.2005 


2.2135 


2.2266 


2.2396 


2.2526 


2.2656 


2.2786 


8 


2.0052 


2.0171 


2.0291 


2.0410 


2.0529 


2.0649 


2.0768 


2.0887 


9 


1.8229 


1.8338 


1.8446 


1.8555 


1.8663 


1.8772 


1.8880 


1.8989 


10 


1.6406 


1.6504 


1.6602 


1.6699 


1.6797 


1.6894 


1.6992 


1.7090 


11 


1.4583 


1.4670 


1.4757 


1.4844 


1.4930 


1.5017 


1.5104 


1.5191 


12 


1.2760 


1.2836 


1.2912 


1.2988 


1.3064 


1.3140 


1.3216 


1.3292 


13 


1.0937 


1.1003 


1.1068 


1.1133 


1.1198 


1.1263 


1.1328 


1.1393 


14 


.9115 


.9169 


.9223 


.9277 


.9332 


.9386 


.9440 


.9494 


15 


.8203 


.8252 


.8301 


.8350 


.8398 


.8447 


.8496 


.8545 


16 


.7292 


.7335 


.7379 


.7422 


.7465 


.7509 


.7552 


.7596 


17 


.6562 


.6601 


.6641 


.6680 


.6719 


.6758 


.6797 


.6836 


18 


.5833 


.5868 


.5903 


.5937 


.5972 


.6007 


.6042 


.6076 


19 


.5104 


.5135 


.5165 


.5195 


.5226 


.5256 


.5286 


.5317 


20 


.4375 


.4401 


.4427 


.4453 


.4479 


.4505 


.4531 


.4557 


21 


.4010 


.4034 


.4058 


.4082 


.4106 


.4130 


.4154 


.4178 


22 


.3646 


.3667 


.3689 


.3711 


.3733 


.3754 


.3776 


.3798 


23 


.3281 


.3301 


.3320 


.3340 


.3359 


.3379 


.3398 


.3418 


24 


.2917 


.2934 


.2951 


.2969 


.2986 


.3003 


.3021 


.3038 


25 
26 

27 
28 
29 
30 


.2552 


.2567 


.2582 


.2598 


.2613 


.2628 


.2643 


.2658 


03 
60 

o 






V 


/IDTH IN 


Inches 











44 


44M 


MJ4 


UH 


45 


45M 


45K 


45M 


7 


2.2917 


2.3047 


2.3177 


2.3307 


2.3437 


2.3568 


2.3698 


2.3828 


8 


2.1007 


2.1126 


2.1245 


2.1365 


2.1484 


2.1603 


2.1723 


2.1842 


9 


1.9097 


1.9206 


1.9314 


1.9423 


1.9531 


1.9640 


1.9748 


1.9857 


10 


1.7187 


1.7285 


1.7383 


1.7480 


1.7578 


1.7676 


1.7773 


1.7871 


11 


1.5278 


1.5364 


1.5451 


1.5538 


1.5625 


1.5712 


1.5799 


1.5885 


12 


1.3368 


1.3444 


1.3520 


1.3596 


1.3672 


1.3748 


1.3824 


1.3900 


13 


1.1458 


1.1523 


1.1589 


1.1654 


1.1719 


1.1784 


1.1849 


1.1914 


14 


.9549 


.9603 


.9657 


.9711 


.9766 


.9820 


.9874 


.9928 


15 


.8594 


.8643 


.8691 


.8740 


.8789 


.8838 


.8887 


.8936 


16 


.7639 


.7682 


.7726 


.7769 


.7813 


.7856 


.7899 


.7943 


17 


.6875 


.6914 


.6953 


.6992 


.7031 


.7070 


.7109 


.7148 


18 


.6111 


.6146 


.6181 


.6215 


.6250 


.6285 


.6319 


.6354 


19 


.5347 


.5378 


.5408 


.5438 


.5469 


.5499 


.5530 


.5560 


20 


.4583 


.4609 


.4635 


.4662 


.4688 


.4714 


.4740 


.4766 


21 


.4201 


.4225 


.4249 


.4273 


.4297 


.4321 


.4345 


.4369 


22 


.3819 


.3841 


.3863 


.3884 


.3906 


.3928 


.3950 


.3971 


23 


.3437 


.3457 


.3477 


.3496 


.3516 


.3535 


.3555 


.3574 


24 


.3056 


.3073 


.3090 


.3108 


.3125 


.3142 


.3160 


.3177 


25 


.2674 
















26 


















27 


















28 


















29 


















30 



















For method of using this table, see page 230 



237 



^ s B R I El R 



HILL isi [=1 



WEIGHTS OF BLUE ANNEALED AND BLACK SHEETS 



CD 










Width in Inches 








c3 



46 


46M 




16^ 


46^ 


47 


47M 


47^ 


47M 


7 


2.3958 


2.4088 


2 


.4219 


2.4349 


2.4479 


2.4609 


2.4740 


2.4870 


8 


2.1962 


2.2081 


2 


.2200 


2.2320 


2.2439 


2.2558 


2.2678 


2.2797 


9 


1.9965 


2.0074 


2 


.0182 


2.0291 


2.0399 


2.0508 


2.0616 


2.0725 


10 


1.7969 


1.8066 


1 


.8164 


1.8262 


1.8359 


1.8457 


1.8555 


1.8652 


11 


1.5972 


1.6059 


1 


.6146 


1.6233 


1.6319 


1.6406 


1.6493 


1.6580 


12 


1.3976 


1.4052 


1 


.4128 


1.4204 


1.4280 


1.4355 


1.4431 


1.4507 


13 


1.1979 


1.2044 


1 


.2109 


1.2174 


1.2240 


1.2305 


1.2370 


1.2435 


14 


.9983 


1.0037 


1 


.0091 


1.0145 


1.0200 


1.0254 


1.0308 


1.0362 


15 


.8984 


.9033 




.9082 


.9131 


.9180 


.9228 


.9277 


.9326 


16 


.7986 


.8030 




.8073 


.8116 


.8160 


.8203 


.8247 


.8290 


17 


.7187 


.7226 




.7266 


. 7305 


.7344 


.7383 


.7422 


.7461 


18 


.6389 


.6424 




.6458 


.6493 


.6528 


.6562 


.6597 


.6632 


19 


.5590 


.5621 




.5651 


.5681 


.5712 


.5742 


.5773 


.5803 


20 


.4792 


.4818 




.4844 


.4870 


.4896 


.4922 


.4948 


.4974 


21 


.4392 


.4416 




.4440 


.4464 


.4488 


.4512 


.4536 


4560 


22 


.3993 


.4015 




.4036 


.4058 


.4080 


.4101 


.4123 


.4145 


23 


.3594 


.3613 




.3633 


.3652 


.3672 


.3691 


.3711 


.3730 


24 
25 
26 


.3194 


.3212 




.3229 


.3247 


.3264 


.3281 


.3299 


.3316 


27 
28 




















29 




















30 



























Width in 


Inches 








S 




48 


48M 


48^ 


48M 


49 


49M 


49^ 


49M 


7 


2.5000 


2.5130 


2.5260 


2.5391 


2.5521 


2.5651 


2.5781 


2.5911 


8 


2.2916 


2.3036 


2.3155 


2.3274 


2.3394 


2.3513 


2.3632 


2.3752 


9 


2.0833 


2.0942 


2.1050 


2.1159 


2.1267 


2.1376 


2.1484 


2.1593 


10 


1.8750 


1.8848 


1.8945 


1.9043 


1.9141 


1.9238 


1.9336 


1.9434 


11 


1.6667 


1.6753 


1.6840 


1.6927 


1.7014 


1.7101 


1.7187 


1.7274 


12 


1.4583 


1.4659 


1.4735 


1.4811 


1.4887 


1.4963 


1.5039 


1.5115 


13 


1.2500 


1.2565 


1.2630 


1.2695 


1.2760 


1.2825 


1.2891 


1.2956 


14 


1.0417 


1.0471 


1.0525 


1.0579 


1.0634 


1.0688 


1.0742 


1.0796 


15 


.9375 


.9424 


.9473 


.9521 


.9570 


.9619 


.9668 


.9717 


16 


.8333 


.8377 


.8420 


.8464 


. 8507 


.8550 


.8594 


.8637 


17 


.7500 


.7539 


.7578 


.7617 


.7656 


.7695 


.7734 


.7773 


18 


.6667 


.6701 


.6736 


.6771 


.6806 


.6840 


.6875 


.6910 


19 


.5833 


.5864 


.5894 


.5924 


.5955 


.5985 


.6016 


.6046 


20 


.5000 


.5026 


.5052 


.5078 


.5104 


.5130 


.5156 


.5182 


21 


.4583 
















22 


.4167 
















23 


.3750 
















24 


.3333 
















25 


















26 


















27 


















28 


















29 


















30 



















For method of using this table, see page 230 



238 



[s] 


a B R 


IER 


H I L L [=d [=] 


WEIGHTS OF BLUE ANNEALED AND BLACK SHEETS 


! 




Width in Inches 


50 


50M 


soy 2 


50M 


51 


51M 


51M 


51% 


7 

8 

9 

10 

11 


2.6042 
2.3871 
2.1701 
1.9531 
1.7361 


2.6172 
2.3991 
2.1810 
1.9629 
1.7448 


2.6302 
2.4110 
2.1918 
1.9727 
1.7535 


2.6432 

2.4229 
2.2027 
1.9824 
1.7621 


2.6562 
2.4349 
2.2135 
1.9922 
1.7708 


2.6693 

2.4468 
2.2244 
2.0019 
1.7795 


2.6823 

2.4587 
2.2352 
2.0117 
1.7882 


2.6953 

2.4707 
2.2461 
2.0215 
1.7969 


12 
13 
14 
15 
16 


1.5191 

1.3021 

1.0851 

.9766 

.8681 


1.5267 

1.3086 

1.0905 

.9814 

.8724 


1.5343 

1.3151 

1.0959 

.9863 

.8767 


1.5419 

1.3216 

1.1013 

.9912 

.8811 


1.5495 

1.3281 

1.1068 

.9961 

.8854 


1.5571 
1.3346 
1.1122 
1.0010 
.8898 


1.5647 
1.3411 
1.1176 
1.0059 
.8941 


1.5723 
1.3477 
1.1230 
1.0107 

.8984 


17 
18 
19 
20 
21 

22 


.7812 
.6944 
.6076 
.5208 


.7851 
.6979 
.6107 
.5234 


.7891 
.7014 
.6137 
.5260 


.7930 
.7049 
.6168 
.5287 


.7969 
.7083 
.6198 
.5313 


.8008 
.7118 
.6228 
.5339 


.8047 
.7153 
.6259 
.5365 


.8086 
.7187 
.6289 
.5391 


23 
24 
25 


. 
















26 
27 
28 
29 
30 


















CD 
M 








Width i 


sr Inches 








52 


52 M 


52H 


52 U 


53 


.53^ 


5sy 2 


53M 


7 

8 

9 

10 

11 


2.7083 
2.4826 
2.2569 
2.0312 
1.8055 


2.7213 
2.4945 
2.2678 
2.0410 
1.8142 


2.7344 
2.5065 
2.2786 
2.0508 
1.8229 


2.7474 
2.5184 
2.2895 
2.0605 
1.8316 


2.7604 
2.5303 
2.3003 
2.0703 
1.8403 


2.7734 
2.5423 
2.3112 
2.0801 
1.8489 


2.7865 
2.5542 
2.3220 
2.0898 
1.8576 


2.7995 
2.5662 
2.3329 
2.0996 
1.8663 


12 
13 
14 
15 
16 


1.5799 
1.3542 
1.1285 
1.0156 
.9028 


1.5875 
1.3607 
1.1339 
1.0205 
.9071 


1.5951 
1.3672 
1.1393 
1.0254 
.9115 


1.6027 
1.3737 
1.1447 
1.0303 
.9158 


1.6102 
1.3802 
1.1502 
1.0352 
.9201 


1.6178 
1.3867 
1.1556 
1.0400 
.9245 


1.6254 
1.3932 
1.1610 
1.0449 
.9288 


1.6330 
1.3997 
1.1664 
1.0498 
.9332 


17 
18 
19 
20 
21 


.8125 
.7222 
.6319 
.5417 


.8164 
.7257 
.6350 
. 5443 


.8203 
.7292 
.6380 
.5469 


.8242 
.7326 
.6411 
.5495 


.8281 
.7361 
.6441 
.5521 


.8320 
.7396 
.6471 

.5547 


.8359 

.7431 
.6502 
.5573 


.8398 
.7465 
.6532 
.5599 


22 
23 
24 
25 
26 


















27 
28 
29 
30 






















For i 


aethod of using this 


table, see 


page 230 







239 



H I LL 



[=] (si 



WEIGHTS OF BLUE ANNEALED AND BLACK SHEETS 



60 

3 








Width in Inches 








a 


54 


54M 


54^ 


54M 


55 


55M 


55^ 


55M 


7 


i 2.8125 


2.8255 


2.8385 


2.8516 


2.8646 


2.8776 


2.8906 


2.9036 


8 


2.5781 


2.5900 


2.6020 


2.6139 


2.6258 


2.6378 


2.6497 


2.6616 


9 


2.3437 


2.3546 


2.3654 


2.3763 


2.3871 


2.3980 


2.4088 


2.4197 


10 


2.1094 


2.1191 


2.1289 


2.1387 


2.1484 


2.1582 


2.1680 


2.1777 


11 


1.8750 


1.8837 


1.8923 


1.9010 


1.9097 


1.9184 


1.9271 


1.9358 


12 


1.6406 


1.6482 


1.6558 


1.6634 


1.6710 


1.6786 


1.6862 


1.6938 


13 


1.4062 


1.4128 


1.4193 


1.4258 


1.4323 


1.4388 


1.4453 


1.4518 


14 


1.1719 


1.1773 


1.1827 


1.1881 


1.1936 


1.1990 


1.2044 


1.2098 


15 


1.0547 


1.0596 


1.0645 


1.0693 


1 . 0742 


1.0791 


1.0840 


1.0889 


16 


.9375 


.9418 


.9462 


.9505 


.9549 


.9592 


.9635 


.9679 


17 


.8437 


.8476 


.8516 


.8555 


.8594 


.8633 


.8672 


.8711 


18 


.7500 


.7535 


.7569 


.7604 


.7639 


.7674 


.7708 


.7743 


19 


.6563 


.6593 


.6623 


.6654 


.6684 


.6714 


.6745 


.6775 


20 
21 


.5625 


.5651 


.5677 


.5703 


.5729 


.5755 


.5781 


.5807 


22 
23 

24 


















25 


















26 


















27 


















28 


















29 


















30 


















M 








Width 


tN Inches 









56 


. 56^ 


56^ 


56% 


57 


57M 


57M 


57M 


7 


2.9167 


2.9297 


2.9427 


2.9557 


2.9687 


2.9818 


2.9948 


3.0078 


8 


2.6736 


2.6855 


2.6974 


2.7094 


2.7213 


2.7333 


2.7452 


2.7571 


9 


2.4305 


2.4414 


2.4522 


2.4631 


2.4739 


2.4848 


2.4956 


2.5065 


10 


2.1875 


2.1973 


2.2070 


2.2168 


2.2266 


2.2363 


2.2461 


2.2559 


11 


1.9444 


1.9531 


1.9618 


1.9705 


1.9792 


1.9878 


1.9965 


2.0052 


12 


1.7014 


1.7090 


1.7166 


1.7242 


1.7318 


1.7394 


1.7470 


1.7546 


13 


1.4583 


1.4648 


1.4714 


1.4779 


1.4844 


1.4909 


1.4974 


1.5039 


14 


1,2153 


1.2207 


1.2261 


1.2315 


1.2370 


1.2424 


1.2478 


1.2532 


15 


1.0937 


1.0986 


1.1035 


1.1084 


1.1133 


1.1182 


1.1230 


1.1279 


16 


.9722 


.9766 


.9809 


.9852 


.9896 


.9939 


.9983 


1.0026 


17 


.8750 


.8789 


.8828 


.8867 


.8906 


.8945 


.8984 


.9023 


18 


.7778 


.7812 


.7847 


.7882 


.7917 


.7951 


.7986 


.8021 


19 


.6806 


.6836 


.6866 


.6897 


.6927 


.6957 


.6988 


.7018 


20 
21 

22 


.5833 


.5859 


.5885 


.5912 


.5938 


.5964 


.5990 


.6016 


23 
24 
25 


















26 


















27 


















28 


















29 


















30 



















For method of using this table, see page 230 



240 



s d=i B R I ER 



H I L L sa 



WEIGHTS OF GALVANIZED SHEETS 



bo 


Width in Inches 


03 




18 


18M 


18^ 


18M 


19 


19M 


19^ 


19M 


10 


.7226 


.7327 


.7427 


.7527 


.7628 


.7728 


.7828 


.7929 


11 


.6445 


.6535 


.6624 


.6714 


.6803 


.6893 


.6982 


.7072 


12 


.5664 


.5742 


.5821 


.5900 


.5978 


.6057 


.6136 


.6214 


13 


.4883 


.4950 


.5018 


.5086 


.5154 


.5222 


.5289 


.5357 


14 


.4101 


.4158 


.4215 


.4272 


.4329 


.4386 


.4443 


.4500 


15 


.3711 


.3763 


.3814 


.3866 


.3917 


.3969 


.4021 


.4072 


16 


.3320 


.3366 


.3412 


.3458 


.3504 


.3551 


.3597 


.3643 


17 


.3008 


.3049 


.3091 


.3133 


.3175 


.3216 


.3258 


.3300 


18 


.2695 


.2732 


.2770 


.2807 


.2845 


.2882 


.2920 


.2957 


19 


.2382 


.2416 


.2449 


.2482 


.2515 


.2548 


.2581 


.2614 


20 


.2070 


.2099 


.2128 


.2156 


.2185 


.2214 


.2243 


.2271 


21 


.1914 


.1940 


.1967 


.1994 


.2020 


.2047 


.2073 


.2100 


22 


.1758 


. 1782 


.1806 


.1831 


.1855 


.1880 


.1904 


.1928 


23 


.1601 


.1623 


.1646 


.1668 


.1690 


.1712 


.1735 


.1757 


24 


.1445 


.1465 


.1485 


.1505 


.1525 


.1545 


.1565 


.1585 


25 


.1289 


.1307 


.1325 


.1342 


.1360 


.1378 


.1396 


.1414 


26 


.1133 


.1149 


.1164 


.1180 


.1196 


.1211 


.1227 


.1243 


27 


.1055 


.1069 


.1084 


.1099 


.1113 


.1128 


.1143 


.1157 


28 


.0977 


.0990 


.1004 


.1017 


.1031 


.1044 


.1058 


.1071 


29 


.0898 


.0911 


.0923 


.0936 


.0948 


.0961 


.0973 


.0986 


30 


.0820 


.0832 


.0843 


.0854 


.0866 


.0877 


.0889 


.0900 



Width in Inches 



20 


20M 


20^ 


8029 


.8130 


.8230 


7161 


.7251 


.7340 


6293 


.6372 


.6450 


5425 


.5493 


.5561 


4557 


.4614 


.4671 


4124 


.4175 


.4227 


3689 


.3735 


.3781 


3342 


.3383 


.3425 


2994 


.3032 


.3069 


2647 


.2680 


.2713 


2300 


.2329 


.2358 


2126 


.2153 


.2180 


1953 


.1977 


.2002 


1779 


.1801 


.1824 


.1606 


.1626 


.1646 


.1432 


.1450 


.1468 


1259 


.1274 


.1290 


1172 


.1186 


.1201 


1085 


.1099 


.1112 


0998 


.1011 


.1023 


0911 


.0923 


.0934 



20M 



.8330 
.7430 
.6529 
.5628 

.4728 

.4278 
.3827 
.3467 
.3107 
.2746 

.2386 
.2206 
.2026 
.1846 
.1666 

.1486 
.1306 
.1216 
.1126 
.1036 
.0946 



21 


21M 


.8431 


.8531 


.7519 


.7609 


.6608 


.6686 


.5696 


.5764 


.4785 


.4842 


.4330 


.4381 


.3873 


.3919 


.3509 


.3551 


.3144 


3182 


.2780 


.2813 



21^ 



.8631 
.7698 
.6765 
.5832 
.4899 

.4433 
.3966 
.3592 
.3219 
.2846 



.2415 
.2233 
.2050 
.1868 
.1686 

.1504 
.1322 
.1230 
.1139 

.1048 
.0957 



21H 



.2444 


.2473 


.2259 


.2286 


.2075 


.2099 


.1890 


.1913 


.1706 


.1726 


.1521 


.1539 


.1337 


.1353 


.1245 


.1260 


.1153 


.1166 


.1061 


.1073 


.0968 


.0980 



.8732 
.7788 
.6844 
.5900 
.4956 

.4484 
.4012 
.3634 
.3256 
.2879 

.2501 
.2312 
.2124 
.1935 
.1746 

.1557 
.1369 
.1274 
.1180 
.1085 
.0991 



For method of using this table, see page 230 
(Tables of Weights of Galvanized Sheets, are Copyrighted) 



241 



n=a 1=1 BRIER 



HILL 



[=] 



WEIGHTS OF GALVANIZED SHEETS 



Width in Inches 



3 


22 


22M 


22^ 


22M 


23 


23 M 


23^ 


23M 


10 


.8832 


.8932 


.9033 


.9133 


.9234 


.9334 


.9434 


.9535 


11 


.7877 


.7967 


.8056 


.8146 


.8235 


.8325 


.8414 


.8504 


12 


.6922 


.7001 


.7080 


.7158 


.7237 


.7316 


.7394 


.7473 


13 


.5968 


.6035 


.6103 


.6171 


.6239 


.6307 


.6374 


.6442 


14 


.5013 


.5070 


.5127 


.5184 


.5241 


.5297 


.5354 


.5411 


15 


.4536 


.4588 


.4639 


.4691 


.4742 


.4794 


.4845 


.4897 


16 


.4058 


.4104 


.4150 


.4196 


.4242 


.4288 


.4334 


.4381 


17 


.3676 


.3718 


.3759 


.3801 


.3843 


.3885 


.3926 


.3968 


18 


.3294 


.3331 


.3369 


.3406 


.3444 


.3481 


.3519 


.3556 


19 


.2912 


.2945 


.2978 


.3011 


.3044 


.3077 


.3110 


.3144 


20 


.2530 


.2559 


.2588 


.2616 


.2645 


.2674 


.2703 


.2731 


21 


.2339 


.2366 


.2392 


.2419 


.2445 


.2472 


.2499 


.2525 


22 


.2148 


.2172 


.2197 


.2221 


.2246 


.2270 


.2295 


.2319 


23 


.1957 


.1979 


.2002 


.2024 


.2046 


.2068 


.2090 


.2113 


24 


.1766 


.1786 


.1806 


.1826 


.1846 


.1866 


.1886 


.1907 


25 


.1575 


.1593 


.1611 


.1629 


.1647 


.1665 


.1683 


.1700 


26 


.1385 


.1400 


.1416 


.1432 


.1447 


.1463 


.1479 


.1495 


27 


.1289 


.1304 


.1318 


.1333 


.1348 


.1362 


.1377 


.1392 


28 


.1194 


.1207 


.1221 


.1234 


.1248 


.1261 


.1275 


.1288 


29 


.1098 


.1110 


.1123 


.1135 


.1148 


.1160 


.1173 


.1185 


30 


.1002 


.1014 


.1025 


.1037 


.1048 


.1059 


.1071 


.1082 



till 








Width in 


Inches 








a 



24 


24M 


24K 


24M 


25 


25M 


25M 


25M 


10 


.9635 


.9735 


.9836 


.9936 


1.0036 


1.0137 


1.0237 


1.0338 


11 


.8593 


.8683 


.8772 


.8862 


.8951 


.9041 


.9130 


.9220 


12 


.7552 


.7630 


.7709 


.7788 


.7866 


.7945 


.8024 


.8102 


13 


.6510 


.6578 


.6646 


.6713 


.6781 


.6849 


.6917 


.6985 


14 


.5468 


.5525 


.5582 


.5639 


.5696 


.5753 


.5810 


.5867 


15 


.4948 


.5000 


.5051 


.5103 


.5155 


.5206 


.5258 


.5309 


16 


.4427 


.4473 


.4519 


.4565 


.4611 


.4657 


.4703 


.4749 


17 


.4010 


.4052 


.4094 


.4135 


.4177 


.4219 


.4261 


.4302 


18 


.3593 


.3631 


.3668 


.3706 


.3743 


.3781 


.3818 


.3855 


19 


.3177 


.3210 


.3243 


.3276 


.3309 


.3342 


.3375 


.3408 


20 


.2760 


.2789 


.2818 


.2846 


.2875 


.2904 


.2933 


.2961 


21 


.2552 


.2578 


.2605 


.2631 


.2658 


.2685 


.2711 


.2738 


22 


2343 


.2368 


.2392 


.2417 


.2441 


.2465 


.2490 


.2514 


23 


.2135 


.2157 


.2179 


.2202 


.2224 


.2246 


.2268 


.2291 


24 


.1927 


.1947 


.1967 


.1987 


.2007 


.2027 


.2047 


.2067 


25 


.1718 


.1736 


.1754 


.1772 


.1790 


.1808 


.1826 


.1844 


26 


.1510 


.1526 


.1542 


.1558 


.1573 


.1589 


.1605 


.1620 


27 


.1406 


.1421 


.1436 


.1450 


.1465 


.1479 


.1494 


.1509 


28 


.1302 


.1316 


.1329 


.1343 


.1356 


.1370 


.1383 


.1397 


29 


.1198 


.1210 


.1223 


.1235 


.1248 


.1260 


.1273 


.1285 


30 


.1094 


.1105 


.1116 


.1128 


.1139 


.1151 


.1162 


.1173 



For method of using this table, see page 230 



242 



Isl 


1=1 B; R 


I E, 


R 


H I L L^ [=o e=3 




WEIGHTS OF 


GALVANIZED SHEETS 




bo 

3 
03 



Width in Inches 


26 


26M 


263^ 


26M 


27 


27H 


27^ 


27M 


10 


1.0438 


1.0538 


1.0639 


1.0739 


1.0839 


1.0940 


1.1040 


1.1140 


11 


.9309 


.9399 


.9488 


.9578 


.9667 


.9757 


.9847 


.9936 


12 


.8181 


.8260 


.8338 


.8417 


.8496 


.8574 


.8653 


.8732 


13 


.7053 


.7120 


.7188 


.7256 


.7324 


.7392 


.7459 


.7527 


14 


.5924 


.5981 


.6038 


.6095 


.6152 


.6209 


.6266 


.6323 


15 


.5361 


.5412 


.5464 


.5515 


.5567 


.5618 


.5670 


.5721 


16 


.4796 


.4842 


.4888 


.4934 


.4980 


.5026 


.5072 


.5118 


17 


.4344 


.4386 


.4428 


.4469 


.4511 


.4553 


.4595 


.4637 


18 


.3893 


.3930 


.3968 


.4005 


.4043 


.4080 


.4117 


.4155 


19 


.3441 


.3474 


.3508 


.3541 


.3574 


.3607 


.3640 


.3673 


20 


.2990 


.3019 


.3048 


.3076 


.3105 


.3134 


.3163 


.3191 


21 


.2764 


.2791 


.2817 


.2844 


.2871 


.2897 


.2924 


.2950 


22 


.2539 


.2563 


.2587 


.2612 


.2636 


.2661 


.2685 


.2710 


23 


.2313 


.2335 


.2357 


.2380 


.2402 


.2424 


.2446 


.2469 


24 


.2087 


.2107 


.2127 


.2147 


.2167 


.2188 


.2208 


.2228 


25 


.1861 


.1879 


.1897 


.1915 


.1933 


.1951 


.1969 


.1987 


26 


.1636 


.1652 


.1668 


.1683 


.1699 


.1715 


.1731 


.1746 


27 


.1523 


.1538 


.1553 


.1567 


.1582 


.1597 


.1611 


1626 


28 


.1411 


.1424 


.1438 


.1451 


.1465 


.1478 


.1492 


.1505 


29 


.1298 


.1310 


.1323 


.1335 


.1348 


.1360 


.1372 


.1385 


30 


.1185 


.1196 


.1208 


.1219 


.1230 


.1242 


.1253 


.1265 


8 

! 










Width n 


j Inches 








28 


28M 


28^ 


28M 


29 


29M 


29M 


29M 


10 


1.1241 


1.1341 


1.1442 


1.1542 


1.1642 


1.1743 


1.1843 


1.1943 


11 


1.0026 


1.0115 


1.0205 


1.0294 


1.0384 


1.0473 


1.0563 


1.0652 


12 


.8810 


.8889 


.8968 


.9046 


.9125 


.9204 


.9282 


.9361 


13 


.7595 


.7663 


.7731 


.7798 


.7866 


.7934 


.8002 


.8070 


14 


.6380 


.6437 


.6494 


.6551 


.6608 


.6665 


.6722 


.6778 


15 


.5773 


.5825 


.5876 


.5928 


.5979 


.6031 


.6082 


.6134 


16 


.5164 


.5211 


.5257 


.5303 


.5349 


.5395 


.5441 


.5487 


17 


.4678 


.4720 


.4762 


.4804 


.4845 


.4887 


.4929 


.4971 


18 


.4192 


.4230 


.4267 


.4305 


.4342 


.4379 


.4417 


.4454 


19 


.3706 


.3739 


.3772 


.3805 


.3838 


.3872 


.3905 


.3938 


20 


.3220 


.3249 


.3278 


.3306 


.3335 


.3364 


.3393 


.3421 


21 


.2977 


.3004 


.3030 


.3057 


.3083 


.3110 


.3136 


.3163 


22 


.2734 


.2758 


.2783 


.2807 


.2832 


.2856 


.2880 


.2905 


23 


.2491 


.2513 


.2535 


.2557 


.2580 


.2602 


.2624 


.2646 


24 


.2248 


.2268 


.2288 


.2308 


.2328 


.2348 


.2368 


.2388 


25 


.2005 


.2023 


.2040 


.2058 


.2076 


.2094 


.2112 


.2130 


26 


.1762 


.1778 


.1794 


.1809 


.1825 


.1841 


.1856 


.1872 


27 


.1641 


.1655 


.1670 


.1685 


.1699 


.1714 


.1728 


.1743 


28 


.1519 


.1533 


.1546 


.1560 


.1573 


.1587 


.1600 


.1614 


29 


.1397 


.1410 


.1422 


.1435 


.1447 


.1460 


.1472 


.1485 


30 


.1276 


.1287 


.1299 


.1310 


.1321 


.1333 


.1344 


.1356 






For d 


iethod of 


using this 


table, see ] 


aage 230 




j 



243 



BRIER HI LL r=] [=] " 




WEIGHTS OF 


GALVANIZED SHEETS 




S 
1 










Width iin 


Inches 








30 


30M 


30^ 


30?4 


31 


31M 


31M 


31M 


10 


1.2044 


1.2144 


1.2244 


1.2345 


1.2445 


1.2546 


1.2646 


1.2746 


11 


1.0742 


1.0831 


1.0921 


1.1010 


1.1100 


1.1189 


1.1279 


1.1368 


12 


.9440 


.9518 


.9597 


.9676 


.9754 


.9833 


.9912 


.9990 


13 


.8138 


.8205 


.8273 


.8341 


.8409 


.8477 


.8544 


.8612 


14 


.6835 


.6892 


.6949 


.7006 


.7063 


.7120 


.7177 


.7234 


15 


.6185 


.6237 


.6288 


.6340 


.6392 


.6443 


.6495 


.6546 


16 


.5533 


.5579 


.5626 


.5672 


.5718 


.5764 


.5810 


.5856 


17 


.5013 


.5054 


.5096 


.5138 


.5180 


.5221 


.5263 


.5305 


18 


.4492 


.4529 


.4567 


.4604 


.4641 


.4679 


.4716 


.4754 


19 


.3971 


.4004 


.4037 


.4070 


.4103 


.4136 


.4169 


.4202 


20 


.3450 


.3479 


.3508 


.3536 


.3565 


.3594 


.3623 


.3651 


21 


.3190 


.3216 


.3243 


.3269 


.3296 


.3323 


.3349 


.3376 


22 


.2929 


.2954 


.2978 


.3002 


.3027 


.3051 


.3076 


.3100 


23 


.2669 


.2691 


.2713 


.2735 


.2758 


.2780 


.2802 


.2824 


24 


.2408 


.2428 


.2448 


.2468 


.2489 


.2509 


.2529 


.2549 


25 


.2148 


.2166 


.2184 


.2202 


.2219 


.2237 


.2255 


.2273 


26 


.1888 


.1904 


.1919 


.1935 


.1951 


.1967 


.1982 


.1998 


27 


.1758 


.1772 


.1787 


.1802 


.1816 


.1831 


.1846 


.1860 


28 


.1628 


.1641 


.1655 


.1668 


.1682 


.1695 


.1709 


.1723 


29 


.1497 


.1510 


.1522 


.1535 


.1547 


.1560 


.1572 


.1585 


30 


.1367 


.1378 


.1390 


.1401 


.1413 


.1424 


.1435 


.1447 


S 
3 



10 








Width in Inches 






32 


32M 


32J^ 


32M 


33 


33J4 


33M 


33 H 


1.2847 


1.2947 


1.3047 


1.3148 


1.3248 


1.3348 


1.3449 


1.3549 


11 


1.1458 


1.1547 


1.1637 


1.1726 


1.1816 


1.1905 


1.1995 


1.2084 


12 


1.0069 


1.0148 


1.0226 


1.0305 


1.0384 


1.0462 


1.0541 


1.0620 


13 


.8680 


.8748 


.8816 


.8884 


.8951 


.9019 


.9087 


.9155 


14 


.7291 


.7348 


.7405 


.7462 


.7519 


.7576 


.7633 


.7690 


15 


.6598 


.6649 


.6701 


.6752 


.6804 


.6855 


.6907 


.6959 


16 


.5902 


.5948 


.5994 


.6041 


.6087 


.6133 


.6179 


.6225 


17 


.5347 


.5388 


.5430 


.5472 


.5514 


.5556 


.5597 


.5639 


18 


.4791 


.4829 


.4866 


.4903 


.4941 


.4978 


.5016 


.5053 


19 


.4236 


.4269 


.4302 


.4335 


.4368 


.4401 


.4434 


.4467 


20 


.3680 


.3709 


.3738 


.3766 


.3795 


.3824 


.3853 


.3881 


21 


.3402 


.3429 


.3455 


.3482 


.3509 


.3535 


.3562 


.3588 


22 


.3124 


.3149 


.3173 


.3198 


.3222 


.3247 


.3271 


.3295 


23 


.2847 


.2869 


.2891 


.2913 


.2936 


.2958 


.2980 


.3002 


24 


.2569 


.2589 


.2609 


.2629 


.2649 


.2669 


.2689 


.2709 


25 


.2291 


.2309 


.2327 


.2345 


.2363 


.2381 


.2398 


.2416 


26 


.2014 


.2030 


.2045 


.2061 


.2077 


.2092 


.2108 


.2124 


27 


.1875 


.1890 


.1904 


.1919 


.1934 


.1948 


.1963 


.1977 


28 


.1736 


.1750 


.1763 


.1777 


.1790 


.1804 


.1817 


.1831 


29 


.1597 


.1610 


.1622 


.1634 


.1647 


.1659 


.1672 


.1684 


30 


.1458 


.1470 


.1481 


.1492 


.1504 


.1515 


.1527 


.1538 


For method of using this table, see page 230 







244 



=3 


=a ' B- R 


I HI 


R 


J— [ 


[ J f J 


_^ [=j[=] 




WEIGHTS OF 


GALVANIZED SHEETS 




1 










Width in Inches 








34 


34M 


34^ 


34M 


35 


35M 


353^ 


35M , 


10 


1.3650 


1.3750 


1.3850 


1.3951 


1.4051 


1.4151 


1.4252 


1.4352 


11 


1.2174 


1.2263 


1.2353 


1.2442 


1.2532 


1.2621 


1.2711 


1.2800 


12 


1.0698 


1.0777 


1.0855 


1.0934 


1.1013 


1.1091 


1.1170 


1.1249 


13 


.9223 


.9290 


.9358 


.9426 


.9494 


.9562 


.9629 


.9697 


14 


.7747 


.7804 


.7861 


.7918 


.7975 


.8032 


.8089 


.8146 


15 


.7010 


.7062 


.7113 


.7165 


.7216 


.7268 


.7319 


.7371 


16 


.6271 


.6317 


.6363 


.6409 


.6456 


.6502 


.6548 


.6594 


17 


.5681 


.5723 


.5764 


.5806 


.5848 


.5890 


.5931 


.5973 


18 


.5091 


.5128 


.5165 


.5203 


.5240 


.5278 


.5315 


.5353 


19 


.4500 


.4533 


.4566 


.4600 


.4633 


.4666 


.4699 


.4732 


20 


.3910 


.3939 


.3968 


.3996 


.4025 


.4054 


.4083 


.4111 


21 


.3615 


.3641 


.3668 


.3695 


.3721 


.3748 


.3774 


.3801 


22 


.3320 


.3344 


.3369 


.3393 


.3417 


.3442 


.3466 


.3491 


23 


.3025 


.3047 


.3069 


.3091 


.3113 


.3136 


.3158 


.3180 


24 


.2729 


.2749 


.2770 


.2790 


.2810 


.2830 


.2850 


.2870 


25 


.2434 


.2452 


.2470 


.2488 


.2506 


.2524 


.2542 


.2560 


26 


.2140 


.2155 


.2171 


.2187 


.2203 


.2218 


.2234 


.2250 


27 


.1992 


.2007 


.2021 


.2036 


.2051 


.2065 


.2080 


.2095 


28 


.1845 


.1858 


.1872 


.1885 


.1899 


.1912 


.1926 


.1940 


29 


.1697 


.1709 


.1722 


.1734 


.1747 


.1759 


.1772 


.1784 


30 


.1549 


.1561 


.1572 


.1583 


.1595 


.1606 


.1618 


.1629 











Width it 


j Inches 








36 


36M 


36K 


36% 


37 


37M 


37^ 


37M 


10 


1.4452 


1.4553 


1.4653 


1.4754 


1.4854 


1.4954 


1.5055 


1.5155 


11 


1.2890 


1.2980 


1.3069 


1.3159 


1.3248 


1.3338 


1.3427 


1.3517 \ 


12 


1.1327 


1.1406 


1.1485 


1.1563 


1.1642 


1.1721 


1.1799 


1.1878 


13 


.9765 


.9833 


.9901 


.9969 


1.0036 


1.0104 


1.0172 


1.0240 


14 


.8203 


.8259 


.8316 


.8373 


.8430 


.8487 


.8544 


.8601 


15 


.7422 


.7474 


.7526 


.7577 


.7629 


.7680 


.7732 


.7783 


16 


.6640 


.6686 


.6732 


.6778 


.6824 


.6871 


.6917 


.6963 


17 


.6015 


.6057 


.6099 


.6140 


.6182 


.6224 


.6266 


.6307 


18 


.5390 


.5427 


.5465 


.5502 


.5540 


.5577 


.5615 


.5652 


19 


.4765 


.4798 


.4831 


.4864 


.4897 


.4930 


.4964 


.4997 


20 


.4140 


.4169 


.4198 


.4226 


.4255 


.4284 


.4313 


.4341 


21 


.3828 


.3854 


.3881 


.3907 


.3934 


.3960 


.3987 


.4014 


22 


.3515 


.3539 


.3564 


.3588 


.3613 


.3637 


.3662 


.3686 


23 


.3202 


.3225 


.3247 


.3269 


.3291 


.3314 


.3336 


.3358 


24 


.2890 


.2910 


.2930 


.2950 


.2970 


.2990 


.3010 


.3030 


25 


.2577 


.2595 


.2613 


.2631 


.2649 


.2667 


.2685 


.2703 


26 


.2266 
















27 


.2109 
















28 


.1953 
















29 


.1797 
















30 


.1640 




















Fori 


nethod of 


using this 


table, see 


page 230 







245 



HILL is s 




WEIGHTS OF 


GALVANIZED SHEETS 




3 


Width in Inches 


c3 




38 


38^ 


38^ 


38% 


39 


39M 


39^ 


39M 


10 


1.5255 


1.5356 


1.5456 


1.5556 


1.5657 


1.5757 


1.5858 


1.5958 


11 


1.3606 


1.3696 


1.3785 


1.3875 


1.3964 


1.4054 


1.4143 


1.4233 


12 


1.1957 


1.2035 


1.2114 


1.2193 


1.2271 


1.2350 


1.2429 


1.2507 


13 


1.0308 


1.0375 


1.0443 


1.0511 


1.0579 


1.0647 


1.0714 


1.0782 


14 


.8658 


.8715 


.8772 


.8829 


.8886 


.8943 


.9000 


.9057 


15 


.7835 


.7886 


.7938 


.7989 


.8041 


.8093 


.8144 


.8196 


16 


.7009 


.7055 


.7101 


.7147 


.7193 


.7239 


.7286 


.7332 


17 


.6349 


.6391 


.6433 


.6475 


.6516 


.6558 


.6600 


.6642 


18 


.5690 


.5727 


.5764 


.5802 


.5839 


.5877 


.5914 


.5952 


19 


.5030 


.5063 


.5096 


.5129 


.5162 


.5195 


.5228 


.5261 


20 


.4370 


.4399 


.4428 


.4456 


.4485 


.4514 


.4543 


.4571 


21 


.4040 


.4067 


.4093 


.4120 


.4146 


.4173 


.4200 


.4226 


22 


.3710 


.3735 


.3759 


.3784 


.3808 


.3832 


.3857 


.3881 


23 


.3380 


.3403 


.3425 


.3447 


.3469 


.3492 


.3514 


.3536 


24 


.3050 


.3071 


.3091 


.3111 


.3131 


.3151 


.3171 


.3191 


25 


.2721 


.2739 


.2756 


.2774 


.2792 


.2810 


.2828 


.2846 


26 


















27 


















28 


















29 


















30 


















cm 

3 








Width i> 


I Inches 











40 


40J4 


40J^ 


40M 


41 


41 M 


41H 


41% 


10 


1.6058 


1.6159 


1.6259 


1.6359 


1.6460 


1.6560 


1.6661 


1.6761 


11 


1.4322 


1.4412 


1.4501 


1.4591 


1.4680 


1.4770 


1.4859 


1.4949 


12 


1.2586 


1.2665 


1.2743 


1.2822 


1.2901 


1.2979 


1.3058 


1.3137 


13 


1.0850 


1.0918 


1.0986 


1.1054 


1.1121 


1.1189 


1.1257 


1.1325 


14 


.9114 


.9171 


.9228 


.9285 


.9342 


.9399 


.9456 


.9513 


15 


.8247 


.8299 


.8350 


.8402 


.8453 


.8505 


.8556 


.8608 


16 


.7378 


.7424 


.7470 


.7516 


.7562 


.7608 


.7654 


.7701 J 


17 


.6683 


.6725 


.6767 


.6809 


.6850 


.6892 


.6934 


.6976 


18 


.5989 


.6026 


.6064 


.6101 


.6139 


.6176 


.6214 


.6251 


19 


.5294 


.5327 


.5361 


.5394 


.5427 


.5460 


.5493 


.5526 


20 


.4600 


.4629 


.4658 


.4686 


.4715 


.4744 


.4773 


.4801 


21 


.4253 


.4279 


.4306 


.4333 


.4359 


.4386 


.4412 


.4439 


22 


.3906 


.3930 


.3954 


.3979 


.4003 


.4028 


.4052 


.4076 


23 


.3558 


.3580 


.3603 


.3625 


.3647 


.3669 


.3692 


.3714 


24 


.3211 


.3231 


.3251 


.3271 


.3291 


.3311 


.3331 


.3352 


25 


.2864 


.2882 


.2900 


.2918 


.2935 


.2953 


.2971 


.2989 


26 


















27 


















28 


















29 
30 










- 












For n 


lethod of 


jsing this 


table, see i 


>age 230 














246 









Isl 


t=i BR 


I E 


R H 


[ L_^ I_^ i=i [=i 




WEIGHTS OF 


GALVANIZED SHEETS 




bo 

3 




Width in Inches 


42 


42M 


42 n 


42M 


43 


43 M 


43^ 


43M 


10 


1.6861 


1.6962 


1.7062 


1.7162 


1.7263 


1.7363 


1.7463 


1.7564 


11 


1.5038 


1.5128 


1.5217 


1.5307 


1.5396 


1.5486 


1.5575 


1.5665 


12 


1.3215 


1.3294 


1.3373 


1.3451 


1.3530 


1.3609 


1.3687 


1.3766 


13 


1.1393 


1.1460 


1.1528 


1.1596 


1.1664 


1.1732 


1.1799 


1.1867 


14 


.9570 


.9627 


.9684 


.9741 


.9797 


.9854 


.9911 


.9968 


15 


.8660 


.8711 


.8763 


.8814 


.8866 


.8917 


.8969 


.9020 


16 


.7747 


.7793 


.7839 


.7885 


.7931 


.7977 


.8023 


.8069 


17 


.7018 


.7059 


.7101 


.7143 


.7185 


.7226 


.7268 


.7310 


18 


.6288 


.6326 


.6363 


.6401 


.6438 


.6476 


.6513 


.6550 


19 


.5559 


.5592 


.5625 


.5658 


.5691 


.5725 


.5758 


.5791 


20 


.4830 


.4859 


.4888 


.4916 


.4945 


.4974 


.5003 


.5031 


21 


.4465 


.4492 


.4519 


.4545 


.4572 


.4598 


.4625 


.4652 


22 


.4101 


.4125 


.4150 


.4174 


.4199 


.4223 


.4247 


.4272 


23 


.3736 


.3758 


.3781 


.3803 


.3825 


.3847 


.3870 


.3892 


24 


.3372 


.3392 


.3412 


.3432 


.3452 


.3472 


.3492 


.3512 


25 


.3007 


.3025 


.3043 


.3061 


.3079 


.3097 


.3114 


.3132 


26 


















27 


















28 


















29 


















30 


















s 

I 




Width in Inches 


44 


44M 


44J^ 


44M 


45 


45J4 


45^ 


45M 


10 


1.7664 


1.7765 


1.7865 


1.7965 


1.8066 


1.8166 


1.8266 


1.8367 


11 


1.5754 


1.5844 


1.5933 


1.6023 


1.6112 


1 . 6202 


1.6292 


1.6381 


12 


1.3845 


1.3923 


1.4002 


1.4081 


1.4159 


1.4238 


1.4317 


1.4395 


13 


1.1935 


1.2003 


1.2071 


1.2139 


1.2206 


1.2274 


1.2342 


1.2410 


14 


1.0025 


1.0082 


1.0139 


1.0196 


1.0253 


1.0310 


1.0367 


1.0424 


15 


.9072 


.9123 


.9175 


.9227 


.9278 


.9330 


.9381 


.9433 


16 


.8116 


.8162 


.8208 


.8254 


.8300 


.8346 


.8392 


.8438 


17 


.7352 


.7393 


.7435 


.7477 


.7519 


.7561 


.7602 


.7644 


18 


.6588 


.6625 


.6663 


.6700 


.6738 


.6775 


.6812 


.6850 


19 


.5824 


.5857 


.5890 


.5923 


.5956 


.5989 


.6022 


.6055 


20 


.5060 


.5089 


.5118 


.5146 


.5175 


.5204 


.5233 


.5261 


21 


.4678 


.4705 


.4731 


.4758 


.4784 


.4811 


.4838 


.4864 


22 


.4296 


.4321 


.4345 


.4369 


.4394 


.4418 


.4443 


.4467 


23 


.3914 


.3936 


.3959 


.3981 


.4003 


.4025 


.4047 


.4070 


24 


.3532 


.3552 


.3572 


.3592 


.3612 


.3632 


.3653 


.3673 


25 


.3150 
















26 


















27 


















28 


















29 


















30 






















For i 


nethod of 


using this table, see 


page 230 







247 



[si [=i B R I E, R ^ H I l^L. [=j[=] 




WEIGHTS OF 


GALVANIZED SHEETS 




i 










Width in Inches 








46 


46M 


46^ 


46M 


« 


47M 


47^ 


47M 


10 


1.8467 


1.8567 


1.8668 


1.8768 


1.8869 


1.8969 


1.9069 


1.9170 


11 


1.6471 


1.6560 


1.6650 


1.6739 


1.6829 


1.6918 


1.7008 


1.7097 


12 


1.4474 


1.4553 


1.4631 


1.4710 


1.4789 


1.4867 


1.4946 


1.5025 


13 


1.2478 


1.2545 


1.2613 


1.2681 


1.2749 


1.2817 


1.2884 


1.2952 


14 


1.0481 


1.0538 


1.0595 


1.0652 


1.0709 


1.0766 


1.0823 


1.0880 


15 


.9484 


.9536 


.9587 


.9639 


.9690 


.9742 


.9794 


.9845 


16 


.8484 


.8531 


.8577 


.8623 


.8669 


.8715 


.8761 


.8807 


17 


.7686 


.7728 


.7769 


.7811 


.7853 


.7895 


.7936 


.7978 


18 


.6887 


.6925 


.6962 


.7000 


.7037 


.7074 


.7112 


.7149 


19 


.6089 


.6122 


.6155 


.6188 


.6221 


.6254 


.6287 


.6320 


20 


.5290 


.5319 


.5348 


.5376 


.5405 


.5434 


.5463 


.5491 


21 


.4891 


.4917 


.4944 


.4970 


.4997 


.5024 


.5050 


.5077 


22 


.4491 


.4516 


.4540 


.4565 


.4589 


.4613 


.4638 


.4662 


23 


.4092 


.4114 


.4136 


.4159 


.4181 


.4203 


.4225 


.4248 


24 


.3693 


.3713 


.3733 


.3753 


.3773 


.3793 


.3813 


.3833 


25 


















26 


















27 


















28 


















29 


















30 


















i 




Width in Inches 


48 


48M 


48^' 


48M 49 


49M 


49^ 


49M 


10 


1.9270 


1.9370 


1.9471 


1.9571 1.9671 


1.9772 


1.9872 


1.9973 


11 


1.7187 


1.7276 


1.7366 


1.7455 , 1.7545 


1.7634 


1.7724 


1.7813 


12 


1.5103 


1.5182 


1.5261 


1.5339 j 1.5418 


1.5497 


1.5575 


1.5654 


13 


1.3020 


1.3088 


1.3156 


1.3224 1.3291 


1.3359 


1.3427 


1.3495 


14 


1.0937 


1.0994 


1.1051 


1.1108 1.1165 


1.1222 


1.1278 


1.1335 


15 


.9897 


.9948 


1.0000 


1.0051 1.0103 


1.0154 


1.0206 


1.0257 


16 


.8853 


.8899 


.8946 


.8992 .9038 


.9084 


.9130 


.9176 


17 


.8020 


.8062 


.8104 


.8145 .8187 


.8229 


.8271 


.8312 


18 


.7187 


.7224 


.7262 


.7299 i .7336 


.7374 


.7411 


.7449 


19 


.6353 


.6386 


.6419 


.6453 | .6486 


.6519 


.6552 


.6585 


20 


.5520 


.5549 


.5578 


.5606 .5635 


.5664 


.5693 


.5721 


21 


.5103 














22 


.4687 














23 


.4270 














24 


.3853 














25 
















26 
















27 
















28 
















29 
















30 
















For e 


aethod of 


using this table, see page 230 







248 



• Isl Isal ■ B R 


I E,'R -. 


H 


ILL ^ 


r=i 




BLACK 


SHEET BUNDLING TABLE 




Gauges 


10 




11 




12 




Wt. per sq. ft. (oz.) 90 
Wt. per sq. ft. (lbs.) 5 


1625 


80. 
5. 




70. 

4.375 




Size of 
Sheet 
Inches 


o 

tag 




o 

Is 


o 

^02 


■p 


Weight of 
Bundle 


o 


tutu 

gs 

BE 


o 
wo 


Square 

Feet 

per 

Sheet 


24 x 72 


67.5 


2 


135 


60. 


3 


180 


52.5 


3 


157 


12. 


26x72 


73.13 


2 


146 


65. 


2 


130 


56.88 


3 


171 


13. 


28x72 


78.75 


2 


157 


70. 


2 


140 


61.25 


2 


122 


14. 


30x72 


84.38 | 2 


169 


75. 


2 


150 


65.63 


2 


131 


15. 


36x72 


101.25 j .. 




90. 


2 


180 


78.75 | 2 


157 


18. 


24x84 


78.75 


2 


157 


70. 


2 


140 


61.25 


2 


122 


14. 


26x84 


85.31 


2 


171 


75.83 


2 


152 


66.35 


2 


133 


15.16 


28x84 


91.88 


2 


184 


81.67 


2 


163 


71.46 


2 


143 


16.33 


30x84 


98.44 






87.5 


2 


175 


76.56 j 2 


153 


17.50 


36x84 


118.13 






105. 






91.88 | 2 


184 


21. 


24x96 


90. j 2 


180 


80. 


2 


160 


70. 1 2 


140 


16. 


26x96 


97.5 12 


195 


86.67 


2 


173 


75.83 2 


152 


17.33 


28x96 


105. ! . 






93.33 


2 


187 


81.67 2 


163 


18.66 


30x96 


112.5 






100. 






87.5 2 


175 


20. 


36x96 


135. 






120. 






105. 






24. 


24 x 101 


94.69 






84.17 


2 


168 


73.65 


2 


147 


16.83 


26 x 101 


102.58 






91.18 


2 


182 


79.78 


2 


159 


18.24 


28 x 101 


110.47 




... 


98.19 


2 


196 


85.92 


2 


172 


19.64 


30x101 


118.36 






105.21 






92.06 


2 


184 


21.04 


36x101 


142.03 






126.25 






110.47 




25.25 


24 x 108 


101.25 






90. 


2 


180 


78.75 2 


157 


18. 


26x108 


109.69 






97.5 


2 


195 


85.31 2 


171 


19.5 


28 x 108 


118.13 






105. 






91.88 2 


184 


21. 


30 x 108 


126.56 






112.5 






98.44 .. 




22.5 


36 x 108 


151.88 




... 


135. 






118.13 




27. 


24 x 120 


112.5 ' . 






100. 






87.5 2 


175 


20. 


26 x 120 


121.88 . 






108.33 






94.79 2 


198 


21.66 


28 x 120 


131.25 i . 






116.67 






102.08 






23.33 


30 x 120 


140.63 






125. 






109.38 






25. 


36 x 120 


168.75 i . 






150. 






131.25 






30. 


WEK 


2HTS OF B^ 


NDS 


USED IN Bl 


JNDL 


ING BLACK SHE] 


3TS 


Width of 


sheet, inches 

f one - rji 
i pounds -jg 1 ^ 






24 

.918 
.972 


2 

i! 


6 

386 
343 


28 

1.054 
1.116 


30 

1.122 
1.188 


36 

1.326 
1.404 


Weight o 
band ir 


k . . 
/anizec 


l' .' .' '. 


Note.— 
this reaso 
the weigh 
heavier. 


-It is impossiblt 
n, Congressiona 
t of black sheets 


i to m 
Law 
of 17 


ake every sheet 
allows a 2^% 
?auge and lighte 


weigh 
variati 
r, and 


exactly standard weij 
an above or below sta 
a 5% variation in 16 g 


?ht. For 
ndard in 
auge and 

1 



249 



BLACK SHEET BUNDLING TABLE— Continued 



Gauges 


13 




14 




15 






Wt. per sq. ft. (oz.) 
Wt. per sq. ft. (lbs.; 


60 
3 


.'75 


50. 
3. 


125 




42.4 
2.65 






Size of 
Sheet 
Inches 


o 


«8 


Weight of 
Bundle 


Weight of 
Sheet 


t-3 

.q V 


Weight of 
Bundle 


Weight of 
Sheet 


■O <D 


s 

as 


Square 
Feet 
per 

Sheet 


24x72 


45. 


3 


135 


37.5 


4 


150 


33.75 


4 


135 


12. 


26x72 


48.75 


3 


146 


40.63 


4 


162 


36.56 


4 


146 


13. 


28x72 


52.5 


3 


157 


43.75 


3 


131 


39.37 


4 


157 


14. 


30x72 


56.25 


3 


169 


46.88 


3 


141 


42.19 


4 


169 


15. 


36x72 


67.5 


2 


135 


56.25 


3 


169 


50.63 


3 


152 


18. 


24x84 


52.5 


3 


157 


43.75 


3 


131 


39.38 


4 


157 


14. 


26x84 


56.88 


3 


171 


47.4 


3 


142 


42.66 


3 


128 


15.16 


28x84 


61.25 


2 


122 


51.04 


3 


153 


45.94 


3 


138 


16.33 


30x84 


65.63 


2 


131 


54.69 


3 


164 


49.22 


3 


148 


17.50 


36x84 


78.75 


2 


157 


65.63 


2 


131 


59.06 


2 


118 


21. 


24x96 


60. 


2 


120 


50. 


3 


150 


45. 


3 


135 


16. 


26x96 


65. 


2 


130 


54.17 


3 


162 


48.75 


3 


146 


17.33 


28x96 


70. 


2 


140 


58.33 


3 


175 


52.5 


3 


157 


18.66 


30x96 


75. 


2 


150 


62.5 


2 


125 


56.25 


3 


169 


20. 


36x96 


90. 


2 


180 


75. 


2 


150 


67.5 


2 


135 


24. 


24x101 


63.13 


2 


126 


52.6 


3 


158 


47.34 


3 


142 


16.83 


26x101 


68.39 


2 


137 


57. 


3 


171 


51,29 


3 


154 


18.24 


28x101 


73.65 


2 


147 


61.37 


2 


123 


55.23 


3 


166 


19.64 


30x101 


78.91 


2 


158 


65.76 


2 


131 


59.18 


2 


118 


21.04 


36x101 


94.69 


2 


189 


78.91 


2 


158 


71.01 


2 


142 


25.25 


24 x 108 


67.5 


2 


135 


56.25 


3 


169 


50.63 


3 


152 


18. 


26x108 


73.13 


2 


146 


60.94 


2 


122 


54.84 


3 


164 


19.5 


28 x 108 


78.75 


2 


157 


65.63 


2 


131 


59.06 


3 


177 


21. 


30 x 108 


84.38 


2 


169 


70.31 


2 


141 


63.28 


2 


126 


22.5 


36x108 


101.25 






84.38 


2 


169 


75.94 


2 


152 


27. 


24 x 120 


75. 


2 


150 


62.5 


2 


125 


56.25 


3 


169 


20. 


26 x 120 


81.25 


2 


162 


67.71 


2 


135 


60.94 


2 


122 


21.66 


28 x 120 


87.5 


2 


175 


72.92 


2 


146 


65.63 


2 


131 


23.33 


30 x 120 


93.75 


2 


187 


78.13 


2 


156 


70.31 


2 


141 


25. 


36x120 


112.5 






93.75 


2 


187 


84.38 


2 


169 


30. 



WEIGHTS OF BANDS USED IN BUNDLING BLACK SHEETS 



Width of sheet, inches . . . . 

Weight of one Black 

band in pounds j Galvaniz ^- 



24 



.918 
.972 



26 



1.043 



28 



1.054 
1.116 



30 



1.122 
1.188 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason, Congressional Law allows a 2M% variation above or below standard in 
the weight of black sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and 
heavier. 



250 



c=a isi B R I 


e, r 


nr 


I L^ 


j_^ r=] -r=j 


BLACK SHEET 


BUNDLING TABLE— Continued 


Gauges 


16 


17 






L8 




Wt. per sq. ft. (oz ) 40. 
Wt. per sq. ft. (lbs.) 2.5 


36. 
2.25 




32. 

2. 






Size of 
Sheet 
Inches 


o 
"53 <u 


OJ (B 

£3 


o 

g! 


Weight of 
Sheet 


k2 

CD CD 


o 

II 


Weight of 
Sheet 


CD 45 

X2 CD 

£■3 


o 


Square 
Feet 
per 

Sheet 


24x72 


30. 


5 


150 


27. 


6 


162 


24. 


6 


144 


12. 


26x72 


32.5 


5 


162 


29.25 


5 


146 


26. 


6 


156 


13. 


28x72 


35. 


4 


140 


31.5 


5 


157 


28. 


5 


140 


14. 


30x72 


37.5 


4 


150 


33.75 


4 


135 


30. 


5 


150 


15. 


36x72 


45. 


3 


135 


40.5 


4 


162 


36. 


4 


144 


18. 


24x84 


35. 


4 


140 


31.5 


5 


157 


28. 


5 


140 


14. 


26x84 


37.92 


4 


152 


34.13 


4 


136 


30.33 


5 


152 


15.16 


28x84 


40.83 


4 


163 


36.75 


4 


147 


32.67 


5 


163 


16.33 


30x84 


43.75 


3 


131 


39.38 


4 


157 


35. 


4 


140 


17.50 


36x84 


52.5 


3 


157 


47.25 


3 


142 


42. 


4 


168 


21. 


24x96 


40. 


4 


160 


36. 


4 


144 


32. 


5 


160 


16. 


26x96 


43.33 


3 


130 


39. 


4 


156 


34.67 


4 


139 


17.33 


28x96 


46.67 


3 


140 


42. 


4 


168 


37.33 


4 


149 


18.66 


30x96 


50. 


3 


150 


45. 


3 


135 


40. 


4 


160 


20. 


36x96 


60. 


2 


120 


54. 


3 


162 


48. 


3 


144 


24. 


24 x 101 


42.08 


4 


168 


37.88 


4 


151 


33.67 


4 


135 


16.83 


26x101 


45.59 


3 


137 


41.03 


4 


164 


36.47 


4 


146 


18.24 


28x101 


49.09 


3 


147 


44.19 


3 


132 


39.28 


4 


157 


19.64 


30x101 


52.6 


3 


158 


47.34 


3 


142 


42.08 


4 


168 


21.04 


36x101 


63.13 


2 


126 


56.81 


3 


170 


50.5 


3 


151 


25.25 


24 x 108 


45. 


3 


135 


40.5 


4 


162 


36. 


4 


144 


18. 


26x108 


48.75 


3 


146 


43.88 


3 


132 


39. 


4 


156 


19.5 


28x108 


52.5 


3 157 


47.25 


3 


142 


42. 


4 


168 


21. 


30 x 108 


56.25 


3 


169 


50.63 


3 


152 


45. 


3 


135 


22.5 


36x108 


67.5 


2 


135 


60.75 


2 


121 


54. 


3 


162 


27. 


24 x 120 


50. 


3 


150 


45. 


3 


135 


40. 


4 


160 


20. 


26 x 120 


54.17 


3 


162 


48.75 


3 


146 


43.33 


3 


130 


21 66 


28 x 120 


58.33 


3 


175 


52.5 


3 


157 


46.67 


3 


140 


23.33 


30 x 120 


62.5 


2 


125 


56.25 


3 


169 


50. 


3 


150 


25. 


36 x 120 


75. 


2 


150 


67.5 


2 


135 


60. 


2 


120 


30. 


WEK 


3HTS OF BANDS 


USED IN Bl 


JNDL 


ING BL^ 


lCK SHE] 


STS 


Width of 


sheet, inches . . . 




24 




? 


6 


28 




30 


36 


Weight o 
band ir 


Eone , JBlac 
l pounds -j Gab 


:k . . 




.91* 
.975 




< 

i!< 


)86 
)43 


1.05 
1.11 


4 

6 


1.122 

1.188 


1.326 
1.404 


fanizec 


I ... 


NOTE.— 

this reaso 
the weigh 
heavier. 

1 


-It is impossible to m 
n, Congressional Law 
t of black sheets of 17 


ake every sheet 
allows a 2^% 
jauge and lighte 


weigh 
variatk 
r, and 


exactly st 
>n above o 
a 5% varia 


andard weif 
r below sta 
tion in 16 g 


jht. For 
Qdard in 
auge and 



251 



B-IsI 


3 


R I E, R 


H 


I L_. L isi 


1=1 


BLACK SHEET BUNDLING TABLE— Continued 


Gauges 


19 


20 




21 




Wt. per sq 

Wt. per sq 


. ft. (oz.) 
. ft. (lbs.) 


28. 
1.75 


24. 
1.5 




21.5 
1.34 




Size of 
Sheet 
Inches 


o 

Mg 
^02 


P 





Weight of 
Sheet 

Number 
of Sheets 



S3 

•- d 
£pq 


Weight of 
Sheet 

Number 
of Sheets 




M« 


Square 
Feet 
per 

Sheet 


24 x 72 


21. 


7 


147 


18. ! 8 


144 


■ 16.5 


9 


148 


12. 


26 x 72 


22.75 


7 


159 


19.5 8 


156 


17.88 


8 


143 


13. 


28 x 72 


24.5 


6 


147 


21. 1 7 


147 


19.25 8 


154 


14. 


30 x 72 1 


26.25 


6 


157 


22.5 7 


157 


20.63 ! 7 


144 


15. 


36 x 72 


35. 


5 


157 


27. 5 


135 


24.75 6 


148 


18. 


24 x 84 | 


24.5 


6 


147 


21. 7 


147 


19.25 8 


154 


14. 


26 x 84 | 


26.54 


6 


159 


22.75 7 


159 


20.85 7 


146 


15.16 


28x84 


28.58 


5 


143 


24.5 6 


147 


22.46 7 


157 


16.33 


30x84 


30.63 


5 


153 


26.25 6 


157 


24.06 6 


144 


17.50 


36 x 84 


36.75 


4 


147 


31.5 5 


157 


28.88 5 


144 


21. 


24 x 96 


28. 


5 


140 


24. j 6 


144 


22. 7 


154 


16. 


26x96 


30.33 


5 


152 


26. 6 


156 


23.83 6 


143 


17.33 


28x96 


32.67 


5 


163 


28. 5 


140 


25.67 6 


154 


18.66 


30x96 


35. 


4 


140 


30. 5 


150 


27.5 6 


165 


20. 


36x96 


42. 


4 


168 


36. 4 


144 


33. 5 


165 


24. 


24 x 101 


29.46 


5 


147 


25 25 1 6 


151 


23.15 6 


139 


16.83 


26 x 101 


31.92 


5 


160 


27.35 5 


137 


25.08 6 


150 


18.24 


28x101 


34.37 


4 


137 


29.46 ! 5 


147 


27.01 6 


162 


19.64 


30 x 101 


36.83 


4 


147 


31.56 5 


158 


28.94 5 


145 


21.04 


36x101 


44.19 


3 


132 


37.88 4 


151 


34.72 4 


139 


25.25 


24 x 108 


31.5 


5 


157 


27. 5 


135 


24.75 6 


148 


18. 


26x108 


34.13 


4 


136 


29.25 5 


146 


26.81 6 


161 


19.5 


28x108 


36.75 


4 


147 


31.5 5 


157 


28.87 5 


144 


21. 


30 x 108 


39.38 


4 


157 


33.75 | 4 


135 


30.94 5 


155 


22.5 


36 x 108 


47.25 


3 


142 


40.5 i 4 


162 


37.13 4 


148 


27. 


24 x 120 


35. 


4 


140 


30. 5 


150 


27 5 5 


137 


20. 


26 x 120 


37.92 


4 


152 


32.5 5 


162 


29.79 5 


149 


21.66 


28 x 120 


40.83 


4 


163 


35. , 4 


140 


32.08 


5 


160 


23.33 


30x120 


43.75 


3 


131 


37.5 4 


150 


34.37 


4 


137 


25. 


J 36x120 


52.5 


3 


157 


45. 3 


135 


41 20 


4 


165 


30. 


WEIGHTS OF 


BANDS 


USED IN BI 


JNDLING BLACK SHE* 


TS 


Width of s 


heet, inch 

)ne , 
sounds j 


es 

Blac 
Galv 




... 24 


2 

c 
1.1 


6 28 


30 

1.122 ! 
1.188 ! 


36 

1.326 
1.404 


Weight of 
band in ] 


k . . 
anized 


. . . .918 
... .972 


86 
43 


1.054 
1.116 


Note. — It is impos 
this reason, Congress) 
the weight of black sfc 
heavier. 


sible to ma 
onal Law a 
eets of 17 g 


Ice every sheet 
Hows a 2 l A% \ 
auge and lighter 


weigh exactly standard weig 
variation above or below stan 
, and a 5% variation in 16 ga 


at. For 
dard in 
uge and 



252 



Gsl 0=3 B R I 


El R 




H 


ILL isi isi 


BLACK SHEET BUNDLING TABLE— Continued 

i - 


j 

Gauges 


22 


23 




24 




Wt. persq. ft. (oz.) 20. 
Wt. persq. ft. (lbs.) 1.25 


18. 
1.125 


16. 
1. 




Size of 
Sheet 
Inches 


o 

+3 


n5 


© 

II 


5 

t>02 


P 


o 

Is 


o 


feg 

.a a> 

So 


o 

32 

II 


Square 
Feet 
per 

Sheet 


24x72 


15. 


10 


150 


13.5 


11 


148 


12. 12 


144 


12. 


26x72 


16.25 


9 


146 


14.63 


10 


146 


13. 1 11 


143 


13. 


28x72 


17.5 


8 ! 140 


15.75 


9 


142 


14. 11 154 


14. 


30x72 


18.75 


8 150 


16.88 


9 


152 


15. 10 150 


15. 


36x72 


22.5 


7 


157 


20.25 


7 


142 


18. 8 144 


18. 


24x84 


17.5 


8 


140 


15.75 


9 


142 


14. 


11 154 


14. 


26x84 


18.96 


8 


152 


17.06 


9 


153 


15.16 


10 152 


15.16 


28x84 


20.42 


7 


143 


18.37 


8 


147 


16.33 


9 ! 147 


16.33 


30x84 


21.88 


7 


153 


19.69 


8 


157 


17.5 


8 


140 


17.50 


36x84 


26.25 


6 


157 


23.63 


6 


142 


21. 


7 


147 


21. 


24x96 


20. 


7 


140 


18. 


8 


144 


16. 


9 | 144 


16. 


26x96 


21.67 


7 


152 


19.5 


8 


156 


17.33 


9 


156 


17.33 


28x96 


23.33 


6 


140 


21. 


7 


147 


18.67 


8 


149 


18.66 1 


30x96 


25. 


6 


150 


22.5 


7 


157 


20. 


7 


140 


20. 


36x96 


30. 


5 


150 


27. 


6 


162 


24. 


6 


144 


24. 


24 x 101 


21.04 


7 


147 


18.94 


8 


151 


16.83 


9 


151 


16.83 


. 26x101 


22.79 


7 


159 


20.51 


7 


143 


18.24 


8 


146 


18.24 


28 x 101 


24.55 


6 


147 


22.09 


7 


155 


19.64 


8 


157 


19.64 


30 x 101 


26.3 


6 


158 


23.67 


6 


142 


21.04 


7 


147 


21.04 


36 x 101 


31.56 


5 


158 


28.41 


5 


142 


25.25 


6 


151 


25.25 


24 x 108 


22.5 


7 


157 


20.25 


7 


142 


18. 


8 


144 


18. 


26 x 108 


24.37 


6 


146 


21.94 


7 


153 


19.5 


8 


156 


19.5 


28x108 


26.25 


6 


157 


23.62 


6 


142 


21. 


7 


147 


21. 


30 x 108 


28.12 


5 


141 


25.31 


6 


152 


22.5 7 


157 


22.5 


36 x 108 


33.75 


5 


169 


30.38 


5 


152 


27. I 6 162 

- 


27. 


24 x 120 


25. 


6 


150 


22.5 


7 


157 


20. 7 140 


20. 


26 x 120 


27.08 


6 


162 


24.37 


6 


146 


21.67 7 


152 


21.66 


28 x 120 


29.17 


5 


146 


26.25 


6 


157 


23.33 6 


140 


23.33 


30 x 120 


31.25 


5 


156 


28.12 


5 


141 


25. 6 


150 


25. 


36x120 


37.5 


4 


150 


33.75 


5 


169 


30. 5 


150 


30. 


WEI 


GHTS OF BANDS 


USED I] 


ST B 


UNDI 


,ING BLACK SHE] 


STS 


Width of 

Weight o 
band ii 






1 


24 

.91! 
.97! 


1 


2 

i! 


6 

986 
043 


28 


30 


36 

1.326 
1.404 


f one 

l pounds - 


Bla 
Gal 


vanizec 


i' . ! ! '. 1 


1.0£ 
1.11 


4 

6 




L.122 
L.188 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason. Congressional Law allows a 2 l A% variation above or below standard in 
the weight of black sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and 
heavier. 



253 



H I LL a isi 



BLACK SHEET BUNDLING TABLE— Continued 



Gauges 



25 



Wt. per sq. ft. (oz.) 
Wt. per sq. ft. (lbs.) 



.875 



1 

Size of 
Sheet 
Inches 


o 


c S3 
S3 


o 


24 x 72 


10.5 


14 


147 


26x72 


11.38 


13 


148 


28x72 


12.25 


12 


147 


30x72 


13.13 


11 


144 


36 x 72 


15.75 


9 


142 


24x84 


12.25 


12 


147 


26x84 


13.27 


11 


146 


28x84 


14.29 


10 


143 


30x84 


15.31 


10 


153 


36x84 


18.38 


8 


147 


24x96 


14. 


10 


140 


26x96 I 


15.17 


10 


152 


28x96 


16.33 


9 


147 


30x96 


17.5 


8 


140 


36x96 


21. 


7 


147 


24x101 


14.73 


10 


147 


26x101 


15.96 


9 


144 


28x101 


17.19 


9 


155 


30 x 101 


18.41 


8 


147 


36x101 


22.1 


7 


155 


24 x 108 


15.75 


9 


142 


26x108 


17.06 


9 


153 


28 x 108 


18.38 


8 


147 


30x108 


19.69 


8 


157 


36x108 


23.63 


6 


142 


24x120 


17.5 


8 


140 


26 x 120 


18.96 


8 


152 


28 x 120 


20.42 


7 


143 


30 x 120 


21.88 


7 


153 


36x120 


26.25 


6 


157 



26 

12. 



7f> 



•x 



9. 

9.75 
10.5 
11.25 
13.5 

10.5 
11.38 
12.25 
13.13 

15.75 

12. 
13. 
14. 
15. 
18. 

12.63 
13.68 

14.73 
15.78 
18.94 

13.5 

14.63 

15.75 

16.88 

20.25 

15. 

16.25 

17.5 

18.75 

22.5 






10 



10 



144 
146 
147 
146 
148 

147 
148 
147 
144 
142 



27 



11.04 
.69 



•-/. 



12 


144 


11 


143 


11 


154 


10 


150 


8 


144 


12 


151 



11 150 



147 
142 
151 



11 148 

10 ! 146 

9 142 

9 152 

7 142 



150 
146 
140 
150 
157 



8.25 

8.94 

9.63 

10.31 

12.38 



11. 

11.92 

12.83 

13.75 

16.5 



12.38 
13.41 
14.44 
15.47 
18.56 

13.75 

14.9 

16.04 

17.19 

20.63 



3"'- 



12 I 
11 J 
10 
10 
8 

11 
10 

9 



148 
143 
154 
144 



I 12 148 



9.63 15 144 

10.43 14 146 
11.23 13 146 
12.03 12 I 144 

14.44 10 144 



13 143 

12 143 

12 154 

11 151 

9 148 



11.57 12 139 

12.54 12 150 

13.5 11 148 

14.47 10 145 

17.36 9 ! 156 



148 
147 
144 
155 
148 

151 
149 
144 
155 
165 



Square 

Feet 

per 

Sheet 



12. 

14. 
14. 
15. 
18. 

14. 

15.16 

16.33 

17.50 

21. 

16. 

17.33 

18.66 

20. 

24. 

16.83 

18.24 
19.64 
21.04 
25.25 

18. 

19.5 

21. 

22.5 

27. 

20. 

21.66 

23.33 

25. 

30. 



WEIGHTS OF BANDS USED IN BUNDLING BLACK SHEETS 



Width of sheet, inches 



Weight of one 
band in pounds 



Black . . . 
Galvanized 



24 



.918 

.972 



26 



.986 
1.043 



28 



1.054 
1.116 



30 



1.122 
1.188 



36 



1.326 
1.404 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason, Congressional Law allows a 2y 2 % variation above or below standard in 
the weight of black sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and 
heavier. 



254 



Gal G=I BRIER 



H I L.L 1=1 1=1 



BLACK SHEET BUNDLING TABLE— Concluded 



Gauges 


28 




29 




30 






Wt. per sq. ft. (oz.) 
Wt. per sq. ft. (lbs.) 


10. 
.625 


9. 


5625 




8. 


5 






Size of 
Sheet 
Inches 


o 

l>03 




o 
I* 


o 


CD 03 

fit 0> 
£0 




■as 

'53 g 




£« 
•3<b 

^02 


TO 
0) <B 

m 





Square 

Feet 

per 

Sheet 


24 x 72 


7.5 


20 


150 


6.75 


22 


148 


6. 


25 


150 


12. 


26x72 


8.13 


18 


146 


7.31 


20 


146 


6.5 


23 


149 


13. 


28x72 


8.75 


17 


149 


7.88 


19 


150 


7. 


21 


147 


14. 


30x72 


9.38 


16 


150 


8.44 


18 


152 


7.5 


20 


150 


15. 


36x72 


11.25 


13 


146 


10.13 


15 


152 


9. 


16 


144 


18. 


24x84 


8.75 


17 


149 


7.88 


19 


150 


7. 


21 


147 


14. 


26x84 


9.48 


16 


152 


8.53 


17 


145 


7.58 


19 


144 


15.16 


28x84 


10.21 


14 


143 


9.19 


16 


147 


8.17 


19 


155 


16.33 


30x84 


10.94 


14 


153 


9.84 


15 


148 


8.75 


17 


149 


17.50 


36x84 


13.13 


11 


144 


11.81 


13 


153 


10.5 


14 


147 


21. 


24x96 


10. 


15 


150 


9. 


16 


144 


8. 


18 


144 


16. 


26x96 


10.83 


14 


152 


9.75 


15 


146 


8.67 


17 


147 


17.33 


28x96 


11.67 


13 


152 


10.5 


14 


147 


9.33 


16 


149 


18.66 


30x96 


12.5 


12 


150 


11.25 


13 


146 


10. 


15 


150 


20. 


36 x 96 


15. 


10 


150 


13.5 


11 


148 


12. 


12 


144 


24. 


24 x 101 


10.52 


14 


147 


9.47 


16 


151 


8.42 


18 


151 


16.83 


26x101 


11.4 


13 


148 


10.26 


14 


144 


9.12 


16 


146 


18.24 


28x101 


12.27 


12 


147 


11.05 


13 


144 


9.82 


15 


147 


19.64 


30 x 101 


13.15 


11 


145 


11.84 


12 


142 


10.52 


14 


147 


21.04 


36 x 101 


15.78 


9 


142 


14.2 


10 


142 


12.62 


12 


151 


25.25 


24 x 108 


11.25 


13 


146 


10.13 


15 


152 


9. 


17 


153 


18. 


26 x 108 


12.19 


12 


146 


10.97 


14 


153 


9.75 


15 


146 


19.5 


28x108 


13.13 


11 


144 


11.81 


13 


153 


10.5 


15 


157 


21. 


30 x 108 


14.06 


11 


155 


12.66 


12 


152 


11.25 


13 


146 


22.5 


36x108 


16.88 


9 


152 


15.19 


10 


152 


13.5 


11 


148 


27. 


24 x 120 


12.5 


12 


150 


11.25 


13 


146 


10. 


15 


150 


20. 


26x120 


13.54 


11 


149 


12.19 


12 


146 


10.83 


14 


152 


21.66 


28 x 120 


14.58 


10 


146 


13.13 


11 


144 


11.67 


14 


163 


23.33 


30 x 120 


15.63 


10 


156 


14.06 


11 


155 


12.5 


12 


150 


25. 


36 x 120 


18.75 


8 


150 


16.88 


9 


152 


15. 


10 


150 


30. 



WEIGHTS OF BANDS USED IN BUNDLING BLACK SHEETS 



Width of sheet, inches 

Weight of one f R] , 

band in pounds { g^vanized '. '. 


24 

. | .918 
. j .972 


26 

.986 
1.043 


28 

1.054 
1.116 


30 

1.122 
1.188 


36 

1.326 
1.404 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason, Congressional Law allows a 2 l A% variation above or below standard in 
the weight of black sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and 
heavier. 



255 



HILL 



1=1 r=] 



GALVANIZED SHEET BUNDLING TABLE 

For Thicknesses of Galvanized Sheets, see Page 263 



Gauges 



10 



Wt. per sq. ft. (oz.) 92.5 
Wt. per sq. ft. (lbs.) 5.781 



11 

82.5 
5.156 



12 

72.5 
4.531 



Size of 
Sheet 
Inches 


Weight of 
Sheet 


u2 


o 


Weight of 
Sheet 


£3 03 


o 

■53 a 


o 

Is 


03 

SS3 


o 

II 


Square 
Feet 
per 

Sheet 


24x72 


69.37 


2 


139 


61.87 


3 


186 


54.37 


3 


163 


12. 


26x72 


75.16 


2 


150 


67.03 


2 


134 


58.91 


3 


177 


13. 


28x72 


80.94 


2 


162 


72.19 


2 i 


144 


63.44 


2 


127 


14. 


30x72 


86.72 


2 


173 


77.34 


2 : 


155 


67.97 


2 


136 


15. 


36x72 


104.06 


2 


208 


92.81 


2 


186 


81.56 


2 


163 


18. 


24x84 


80.94 


2 


162 


72.19 


2 


144 


63.44 


2 


127 


14. 


26x84 


87.64 


2 


175 


78.17 


2 


156 


68.69 


2 


137 


15.16 


28x84 


94.41 


2 


189 


84.20 


2 


168 


74.00 


2 


148 


16.33 


30x84 


101.17 


2 


202 


90.23 


2 


180 


79.30 


2 


159 


17.50 


36x84 


121.41 


1 


121 


108.28 


2 


217 


95.16 


2 


190 


21. 


24x96 


92.50 


2 


185 


82.50 


2 


165 


72.50 


2 


145 


16. 


26x96 


100.19 


2 


200 


89.36 


2 


179 


78.53 


2 


157 


17.33 


28x96 


107.88 


2 


216 


96.22 


2 


192 


84.55 


2 


169 


18.66 


30x96 


115.62 


2 


231 


103.12 


2 


206 


90.62 


2 


181 


20. 


36x96 


138.75 


1 


139 


123.75 


1 


124 


108.75 


i 


109 


24. 


24 x 120 


115.62 


2 


231 


103.12 


2 


206 


90.62 


2 


181 


20. 


26x120 


125.22 


1 


125 


111.68 


1 


112 


98.15 


2 


196 


21.66 


28x120 


134.88 


1 


135 


120.30 


1 


120 


105.71 


2 


211 


23.33 


30x120 


144.53 


1 


145 


128.91 


1 


129 


113.28 


1 


113 


25. 


36 x 120 


173.44 


1 


173 


154.69 


1 


155 


135.94 


1 


136 


30. 



WEIGHTS OF BANDS USED IN BUNDLING GALVANIZED SHEETS 



Width of sheet, inches . . . 

Weight of one ( Blaok 
band in pounds j Galvan j zed 



24 



.918 
.972 



26 



.986 
1.043 



28 



1.054 
1.116 



30 



1.122 
1.188 



36 



1.326 
1.404 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason, Congressional Law allows a 2 l A% variation above or below standard in 
the weight of sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and heavier. 



im ma BRIER 



HILL 



t=i [=1. 



GALVANIZED SHEET BUNDLING TABLE— Continued 

For Thicknesses of Galvanized Sheets, see Page 263 



Gauges 


13 




14 




15 






Wt. per sq. ft. (oz.) 


62 


.5 


52.5 




47.5 






Wt. per sq. ft. (lbs.) 


3.906 


3.281 




2.969 






Size of 
Sheet 
Inches 






o 

3- 
II 


o 

MB 
•go 

^02 


o> Oi 
,Q 0> 

S3 


o 

2-2 


Is 

"S o> 


o 0> 
,QO> 

gg 

£3 


o 

3-2 
"55 S 


Square 

Feet 

per 

Sheet 


24x72 


46.87 


3 


141 


39.37 


4 


157 


35.62 


4 


142 


12. 


26x72 


50.78 


3 


152 


42.66 


4 


171 


38.59 


4 


154 


13. 


28x72 


54.69 


3 


164 


45.94 


3 


138 


41.56 


4 


166 


14. 


30x72 


58.59 


3 


176 


49.22 


3 


148 


44.53 


3 


134 


15. 


36x72 


70.31 


2 


141 


59.06 


3 


177 


53.44 


3 


160 


18. 


24x84 


54.69 


3 


164 


45.94 


3 


138 


41.56 


4 


166 


14. 


26x84 


59.22 


3 


178 


49.74 


3 


149 


45.01 


3 


135 


15.16 


28x84 


63.79 


3 


191 


53.58 


3 


161 


48.48 


3 


145 


16.33 


30x84 


68.36 


2 


137 


57.42 


3 


172 


51.95 


3 


156 


17.50 


36x84 


82.03 


2 


164 


68.91 


2 


138 


62.34 


2 


125 


21. 


24x96 


62.50 


2 


125 


52.50 


3 


157 


47.50 


3 


142 


16. 


26x96 


67.70 


2 


135 


56.86 


3 


171 


51.45 


3 


154 


17.33 


28x96 


72.89 


2 


146 


61.23 


3 


184 


55.40 


3 


166 


18.66 


30x96 


78.12 


2 


156 


65.62 


2 


131 


59.37 


3 


178 


20. 


36x96 


93.75 


2 


187 


73.75 


2 


157 


71.25 


2 


142 


24. 


24 x 120 


78.12 


2 


156 


65.62 


2 


131 


59.37 


3 


178 


20. 


26x120 


84.61 


2 


169 


71.07 


2 


142 


64.30 


2 


129 


21.66 


28 x 120 


91.13 


2 


182 


76.55 


2 


153 


69.26 


2 


139 


23.33 


30 x 120 


97.66 


2 


195 


82.03 


2 


164 


74.22 


2 


148 


25. 


36 x 120 


117.19 


1 


117 


98.44 


2 


197 


89.06 


2 


178 


30. 



WEIGHTS OF BANDS USED IN BUNDLING GALVANIZED SHEETS 



Width of sheet, inches 

Weight of one < Black 


24 
.918 


26 

.986 
1.043 


28 

1.054 
1.116 


30 

1.122 

1.188 


36 
1.326 


band in pounds } Galvanized . . . 


.972 


1.404 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason, Congressional Law allows a 2M% variation above or below standard in 
the weight of sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and heavier. 

I ' J 

257 



r=] 1= 



R I E^ R 



HILL Isl lal 



GALVANIZED SHEET BUNDLING TABLE— Continued 

For Thicknesses of Galvanized Sheets, see Page 263 



Gauges 


16 






17 




18 






Wt. per sq. ft. (oz.) 


42 


.5 




38.5 




34 


5 






Wt. per sq. ft. (lbs.) 


2 


.656 




2.406 


2. 


L56 






Size of 
Sheet 
Inches 


Weight of 
Sheet 




o 

"8 § 


o 

Sis 

^ CO 


to 
» a> 


Weight of 
Bundle 


o 
"S3 to 

^02 


to 

£ o 


o 

£~ 

M'O 

■53 g 


Square 
Feet 
per 

Sheet 


24x72 


31.87 


5 


159 


28.87 


' 5 


144 


25.87 


6 


155 


12. 


26x72 


34.53 


4 


138 


31.28 


5 


156 


28.03 


5 


140 


13. 


28x72 


37.19 


4 


149 


33.69 


5 


168 


30.19 


5 


151 


14. 


30x72 


39.84 


4 


159 


36.09 


i 4 


144 


32.34 


5 


162 


15. 


36x72 


47.81 


3 


143 


43.31 


4 


173 


38.81 


4 


155 


18. 


24x84 


37.19 


4 


149 


33.69 


5 


168 


30.19 


5 


151 


14. 


26x84 


40.27 


4 


161 


36.48 


1 4 


146 


32.69 


5 


163 


15.16 


28x84 


43.38 


4 


174 


39.29 


I 4 


157 


35.21 


4 


141 


16.33 


30x84 


46.48 


3 


139 


42.11 


4 


168 


37.73 


4 


151 


17.50 


36x84 


55.78 


3 


167 


50.53 


3 


152 


45.28 


3 


136 


21. 


24x96 


42.50 


4 


170 


38.50 


4 


154 


34.50 


4 


138 


16. 


26x96 


46.03 


3 


138 


41.70 


4 


167 


37.37 


4 


149 


17.33 


28x96 


49.57 


3 


149 


44.90 


4 


180 


40.24 


4 


161 


18.66 


30x96 


53.12 


3 


159 


48.12 


3 


144 


43.12 


4 


172 


20. 


36x96 


63.75 


2 


127 


57.75 


3 


173 


51.75 


3 


155 


24. 


24 x 120 


53.12 


3 


159 


48.12 


3 


144 


43.12 


3 


129 


20. 


26x120 


57.53 


3 


173 


52.12 


3 


156 


46.70 


3 


140 


21.63 


28x120 


61.97 


3 


186 


56.14 


3 


168 


50.31 


3 


151 


23.36 


30 x 120 


66.41 


2 


133 


60.16 


3 


180 


53.91 


3 


162 


25. 


36 x 120 


79.69 


2 


159 


72.19 


! 2 i 


144 


64.69 


2 


129 


30. 



WEIGHTS OF BANDS USED IN BUNDLING GALVANIZED SHEETS 



Width of sheet, inches 


24 


26 


28 


30 


36 


Weight of one j Black 

band m pounds j Galvanized . . . 


.918 
.972 


.986 

1.043 


1.054 
1.116 


1.122 
1.188 


1.326 
1.404 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason, Congressional Law allows a 2 y% % variation above or below standard in 
the weight of sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and heavier. 



258 



IsJ 



B RIER 



H I LL 



0=3 fi=] 



GALVANIZED SHEET BUNDLING TABLE— Continued 

For Thicknesses of Galvanized Sheets, see Page 263 



Gauges 




19 






20 




21 






Wt. per sq. ft. (oz.) 


30 


.5 


26.5 




24.5 






Wt. per sq. ft. (lbs.; 


1 


.906 


1.656 




1. 


531 






Size of 
Sheet 
Inches 


Weight of 
Sheet 


n2 

CD <0 
£5 Qj 

N 


3 


o 

+^ 

■3*3 

60S 

t>02 


u'9 

,0 <D 

M 


o 
be ~ 

11 


Weight of 
Sheet 


02 

CD a) 

,Q O) 


o 

•53 g 


Square 

Feet 

per 

Sheet 


24x72 


22.87 


7 


160 


19.87 


8 


159 


18.37 


8 


147 


12. 


26x72 


24.78 


6 


149 


21.53 


7 


151 


19.91 


8 


159 


13. 


28x72 


26.69 


6 


160 


23.19 


7 


162 


21.44 


7 


150 


14. 


30x72 


28.59 


5 


143 


24.84 


6 


149 


22.97 


7 


161 


15. 


36x72 


34.31 


4 


137 


29.81 


5 


149 


27.56 


6 


165 


18. 


24x84 


26.69 


6 


160 


23.19 


7 


162 


21.44 


7 


150 


14. 


26x84 


28.90 


5 


144 


25.11 


6 


151 


23.21 


7 


162 


15.16 


28x84 


31.13 


5 


156 


27.05 


5 


135 


25.01 


6 


150 


16.33 


30x84 


33.36 


5 


167 


28.98 


5 


145 


26.80 


6 


161 


17.50 


36x84 


40.03 


4 


160 


34.78 


4 


139 


32.16 


5 


161 


21. 


24x96 


30.50 


5 


152 


26.50 


6 


159 


24.50 


6 


147 


16. 


26x96 


33.04 


5 


165 


28.70 


5 


143 


26.54 


6 


159 


17.33 


28x96 


35.57 


4 


142 


30.91 


5 


155 


28.57 


5 


143 


18.66 


30x96 


38.12 


4 


152 


33.12 


5 


166 


30.62 


5 


153 


20. 


36x96 


45.75 


3 


137 


39.75 


4 


159 


36.75 


4 


147 


24. 


24 x 120 


38.12 


4 


152 


33.12 


5 


166 


30.62 


5 


153 


20. 


26x120 


41.29 


4 


165 


35.87 


4 


143 


33.17 


5 


166 


21.66 


28 x 120 


44.47 


3 


133 


38.64 


4 


155 


35.72 


4 


143 


23.33 


30x120 


47.66 


3 


143 


41.41 


4 


166 


38.28 


4 


153 


25. 


36 x 120 


57.19 


3 


172 


49.69 


3 


149 


45.94 


3 


138 


30. 



WEIGHTS OF BANDS USED IN BUNDLING GALVANIZED SHEETS 



Width of sheet, inches 

Weight of one (Black 

band in pounds j Galvanized . . . 


24 

.918 
.972 


26 

.986 
1.043 


28 

1.054 
1.116 


30 

1.122 
1.188 


36 

1.326 
1.404 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason, Congressional Law allows a 2H% variation above or below standard in 
the weight of sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and heavier 

Li __» ^..^uuu^ -J 

259 



1=1 [=] 



GALVANIZED SHEET BUNDLING TABLE— Continued 

For Thicknesses of Galvanized Sheets, see Page 263 



Gauges 




22 






23 




24 






Wt. per sq. ft. (oz. 


) 22 


5 


20.5 




18.5 






Wt. per sq. ft. (lbs 


.) 1.406 


1.281 




1. 


156 






Size of 
Sheet 
Inches 


o 


Us 

Si <0 

M 

So 


o 
£•2 


o 

^02 


L- 


3® 
■a "2 

« g 


o 




o 


Square 
Feet 
per 

Sheet 


24x72 


16.87 


9 


152 


15.37 


10 


154 


13.87 


11 


153 


12. 


26x72 


18.28 


8 


146 


16.66 


9 


150 


15.03 


10 


150 


13. 


28x72 


19.69 


8 


158 


17.94 


8 


144 


16.19 


9 


146 


14. 


30x72 


21.09 


7 


148 


19.22 


8 


154 


17.34 


■ 9 


156 


15. 


36x72 


25.31 


6 


152 


23.06 


7 


161 


20.81 


7 


146 


18. 


24x84 


19.69 


8 


158 


17.94 


8 


144 


16.19 


9 


146 


14. 


26x84 


21.32 


7 


149 


19.42 


8 


155 


17.53 


8 


140 


15.16 


28x84 


22.96 


7 


161 


20.92 


7 


146 


18.88 


8 


151 


16.33 


30x84 


24.61 


6 


148 


22.42 


7 


157 


20.23 


7 


142 


17.50 


36x84 


29.53 


5 


148 


26.91 


6 


161 


24.28 


6 


146 


21. 


24x96 


22.50 


7 


157 


20.50 


7 


143 


18.50 


sj 


148 


16. 


26x96 


24.37 


6 


146 


22.20 


7 


155 


20.04 


8 


160 


17.33 


28x96 


26.24. 


6 


157 


23.91 


6 


143 


21.58 


7 


151 


18.66 


30x96 


28.12 


5 


141 


25.62 


6 


154 


23.12 


7 


162 


20. 


36x96 


33.75 


5 


169 


30.75 


5 


154 


27.75 


6 


166 


24. 


24 x 120 


28.12 


5 


141 


25.62 


6 


154 


23.12 


7 


162 


20. 


26x120 


30.46 


5 


152 


27.75 


6 


166 


25.04 


6 


150 


21.66 


28x120 


32.81 


5 


164 


29.89 


5 


149 


26.98 


6. 


162 


23.33 


30x120 


35.16 


4 


141 


32.03 


5 


160 


28.91 


5 


145 


25. 


36x120 


42.19 


4 


169 


38.44 


4 


154 


34.69 i 


5 


173 


30. 



WEIGHTS OF BANDS USED IN BUNDLING GALVANIZED SHEETS 



Width of sheet, inches . . . 

Weight of one i Bi ac k 
band in pounds ) Galvanized 



24 



.918 
.972 



2H 



.986 
1.043 



28 



1.054 
1.116 



30 



1.122 
1.188 



1.326 
1.404 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason, Congressional Law allows a 2H% variation above or below standard in 
the weight of sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and heavier. 



260 



^i s B R I E, R 



HILL 



1=1 [=i 



GALVANIZED SHEET BUNDLING TABLE— Continued 

For Thicknesses of Galvanized Sheets, see Page 263 



Gauges 


25 




26 




27 






Wt. per sq. ft. (oz.) 


16.5 


14.5 




13. 


5 






Wt. per sq. ft. (lbs.) 


1. 


331 




.9062 




8437 






Size of 
Sheet 
Inches 


o 

■s-§ 


If 


o 

II 


o 

wig 

IS 02 


IS 


o 

2- 


o 

is » 


<L> <D 


o 


Square 
Feet 
per 

Sheet 


24x72 


12.37 


12 


148 


10.87 


14 


152 


10.12 


15 


152 


12. 


26x72 


13.41 


11 


148 


11.78 


13 


153 


10.97 


14 


154 


13. 


28x72 


14.44 


11 


159 


12.69 


12 


152 


11.81 


13 


154 


14. 


30x72 


15.47 


10 


155 


13.59 


11 


149 


12.66 


12 


152 


15. 


36x72 


18.56 


8 


148 


16.31 


9 


147 


15.19 


10 


152 


18. 


24x84 


14.44 


11 


159 


12.69 


12 


152 


11.81 


13 


154 


14. 


26x84 


15.63 


10 


156 


13.74 


11 


151 


12.79 


12 


153 


15.16 


28x84 


16.84 


9 


152 


14.80 


10 


148 


13.78 


11 


152 


16.33 


30x84 


18.05 


8 


144 


15.86 


10 


159 


14.77 


10 


148 


17.50 


36x84 


21.66 


7 


152 


19.03 


8 


152 


17.72 


9 


159 


21. 


24x96 


16.50 


9 


148 


14.50 


10 


145 


13.50 


11 


148 


16. 


26x96 


17.87 


8 


143 


15.71 


10 


157 


14.62 


10 


146 


17.33 


28x96 


19.24 


8 


154 


16.91 


9 


152 


15.74 


10 


157 


18.66 


30x96 


20.62 


7 


144 


18.12 


8 


145 


16.87 


9 


152 


20. 


36x96 


24.75 


6 


148 


21.75 


7 


152 


20.25 


8 


162 


24. 


24 x 120 


20.62 


7 


144 


18.12 


8 


145 


16.87 


9 


152 


20. 


26x120 


22.34 


7 


156 


19.63 


8 


157 


18.28 


8 


146 


21.66 


28x120 


24.06 


6 


144 


21.14 


7 


148 


19.68 


8 


157 


23.33 


30 x 120 


25.78 


6 


155 


22.66 


7 


159 


21.09 


7 


148 


25. 


36 x 120 


30.94 


5 


155 


27.19 


6 


163 


25.31 


6 


152 


30. 



Width of sheet, inches 


24 


26 


28 


30 


36 


Weight of one i Black 

band in pounds *j Galvanized . . . 


.918 
.972 


.986 
1.043 


1.054 
1.116 


1.122 
1.188 


1.326 

1.404 



WEIGHTS OF BANDS USED IN BUNDLING GALVANIZED SHEETS 



Note. — It is impossible to make every sheet weigh exactly standard weight. For 
this reason, Congressional Law allows a 214% variation above or below standard in 
the weight of sheets of 17 gauge and lighter, and a 5% variation in 16 gauge and heavier. 



261 











H 


ILL 


r=] r=] 


GALVANIZED SHEET BUNDLING 


TABLE— Concluded 




For Thicknesses 


of Galvanized Sheets, see Page 263 




Gauges 


28 






29 


30 






Wt. per sq 


ft. (oz.) 12 


.5 




11.5 


10.5 






Wt. per sq 


ft. (lbs.) 


.7812 




.7187 


.6562 




Size of 
Sheet 
Inches 


Weight of 
Sheet 

Number 
of Sheets 


Weight of 
Bundle 


Weight of 
Sheet 


n3 

£■3 


o 

■Si 

£?q 


Weight of 
Sheet 

Number 
of Sheets 


zs 

81 


Square 

Feet 

per 

Sheet 


24x72 


9.37 16 


150 


8.62 


17 


147 


7.87 19 


150 


12. 


26x72 


10.16 15 


152 


9.34 


16 


149 


8.53 17 


145 


13. 


28x72 


10.94 14 


153 


10.06 


15 


151 


9.19 16 


147 


14. 


30x72 


11.72 13 


152 


10.78 


15 


162 


9.84 15 


148 


15. 


36x72 


14.06 11 


155 


12.94 


12 


155 


11.81 13 


154 


18. 


24x84 


10.94 14 


153 


10.06 


15 


151 


9.19 16 


147 


14. 


26x84 


11.84 13 


154 


10.90 


14 


153 


9.95 15 


149 


15.16 


28x84 


12.76 12 


153 


11.74 


13 


153 


10.72 14 


150 


16.33 


30x84 


13.67 11 


150 


12.58 


12 


151 


11.48 13 


149 


17.50 


36x84 


16.41 9 


148 


15.09 


10 


151 


13.78 11 


152 


21. 


24x96 


12.50 12 


150 


11.50 


13 


149 


10.50 15 


157 


16. 


26x96 


13.54 11 


149 


12.46 


12 


150 


11.37 13 


148 


17.33 


28x96 


14.58 10 


146 


13.41 


11 


148 


12.25 12 


147 


18.66 


30x96 


15.62 10 


156 


14.37 


10 


144 


13.12 11 


144 


20. 


36x96 


18.75 8 


150 


17.25 


9 


155 


15.75 10 


157 


24. 


24x120 


15.62 10 


156 


14.37 


10 


144 


13.12 11 


144 


20. 


26x120 


16.92 9 


152 


15.57 


10 


156 


14.21 11 


156 


21.66 


28x120 


18.23 8 


146 


16.77 


9 


151 


15.31 10 


153 


23.33 


30 x 120 


19.53 8 


156 


17.97 


9 


162 


16.41 9 


148 


25. 


36x120 


23.44 7 


164 


21.56 


7 


151 


19.69 8 


158 


30. 


WEIGHTS OF BAND 


S USI 


]D IN BUNDLING 


r GALVANIZED SHEETS 


Width of sheet, inches 

Weight of one t mac] 
band in pounds ^ Galv 






24 2 
.918 .< 


6 28 

)86 1.054 1 


30 

.122 


36 
1.326 


£ . . 




anized 


. . . 


.972 l.( 


)43 1.116 1 


.188 


1.405 


Note. — It is impossible 


to m, 


ike every 


sheet weigh 


exactly standard wen 


?ht. For 


this reason, 


Congressional 


Law « 


illows a 


l l A% variatk 


>n above or below sta 


ndard in 


the weight of sheets of 17 i 


jauge a 


ad lighter 


and a 5% va 


riation in 16 gauge and 


heavier. 



262 



[si 1=1 


BRIE1R HILL G=a [eg 


THICKNESS OF GALVANIZED SHEETS IN VARIOUS 




COMMON GAUGES 


Gauge 


U. S. Standard 


Birmingham 


Brown & Sharpe 


Thickness in 
Inches 


Weight in 
Pounds per 
Square Foot 


Thickness in 
Inches 


Thickness in 
Inches 


10 


.147 


5.781 


.14 


.1324 


11 


.1289 5.156 


.1259 


.096 


12 


.1133 


4.531 


.11465 


.086 


13 


.09765 


3.906 .10045 


.07732 


14 


.082025 


3.281 


.08827 


.0692 


15 


.074212 2.969 


.077325 


.06202 


16 


.0664 


2.656 


.0674 


.05577 


17 


.06015 


2.406 


.0629 


.0499 


18 


.0539 


2.156 .05387 


.0449 


19 


.0489 


1.906 .0467 


.0404 


20 


.0414 


1.656 .0395 


.0364 


21 


.03783 


1.531 .03722 


.0329 


22 


.03515 


1.406 .0324 


.0295 


23 


.03215 


1.281 


.0294 


.0268 


24 


.02915 


1.156 


.02627 


.0243 


25 


.0258 


1.031 


.02422 


.0221 


26 


.02265 


.9062 


.0222 


.0201 


27 


.02109 


.8437 


.02017 


.0183 


28 


.01952 


.7812 


.01812 


.01675 


29 


.01798 


.7187 


.01713 


.01535 


30 


.0164 


.6562 


.0161 


.0141 


31 


.014837 


.5937 


.014 


.01297 


32 


.014063 


.5625 


.013 


.01197 


33 


.013201 


.5312 


.012 


.0111 


34 


.0125 


.5000 


.011 


.0103 


35 






.0089 


.0096 






/ Bk 


~"-«<vT^| 




Kbl 






, ^^" »w* -■ ; 




~~ -—— — >— 


•*~^- **r,. 


. reiy'^ "**<_. „~J^S* 




^w^^ X" 




^rtS*"^ 



263 



. [si 1=1 BR 


IER 


HILL 


[=1 1=1 


THICKNESSES AND WEIGHTS OF BLACK 


SHEETS 




IN VARIOUS COMMON GAUGES 






Approx. 


Thickness in Decimal Part of an 


THICKNESS IN 


No. of 


Thickness in 




Inch 


MILLIMETERS 


Fractions of an 








Gauge 


inch 


U. S. Standard 


Birmingham 


B. & S. or 


U. S. Standard 




U. S. Gauge 




or Stubbs 


American 




0000000 


y* 


.5 






12.7 


000000 


u 


.46875 






11.90625 


00000 


■h 


.4375 






11.1125 


0000 


H 


.40625 


.454 


.46 


10.31875 


000 


% 


.375 


.425 


.4096 


9.525 


00 


tt 


.34375 


.38 


.3648 


8.73125 


• 


A 


.3125 


.34 


.3249 


7.9375 


1 


& 


.28125 


.3 


.2893 


7.14375 


2 


H 


.265625 


.284 


.2576 


6.746875 


3 


M 


.25 


.259 


.2294 


6.35 


4 


if 


.234375 


.238 


.2043 


5.953125 


5 


& 


.21875 


.22 


.1819 


5.55625 


6 


if 


.203125 


.203 


.1620 


5.159375 


7 


& 


.1875 


.18 .1443 


4.7625 


8 


M 


.171875 


.165 .1285 


4.365625 


9 


A 


.15625 


.148 


.1144 


3.96875 


10 


9 
6* 


.140625 


.134 


.1019 


3.571875 


11 


H 


.125 


.12 


.0907 


3.175 


12 


£ 


.109375 


.109 


.0808 


2.778125 


13 


A 


.09375 


.095 


.0720 


2.38125 


14 


£ 


.078125 


.083 


.0641 


1.984375 


15 


xh 


.0703125 


.072 


.0571 


1.7859375 


16 


* 


.0625 


.065 


.0508 


1.5875 


17 


I Iff 


.05625 


.058 


.0453 


1.42875 


18 


1 

2U 


.05 


.049 


.0403 


1.27 


19 


7 
ISTJ 


.04375 


.042 


.0359 


1.11125 


20 


ft 


.0375 


.035 


.0320 


.9525 


21 


11 

320 


.034375 


.032 .0285 


.873125 


22 


& 


.03125 


.028 


.0253 


.79375 


23 


32U 


.028125 


.025 


.0226 


.714375 


24 


t 


.025 


.022 


.0201 


.635 


25 


325 


.021875 


.02 


.0179 


.555625 


26 


1 1 (J 


.01875 


.018 


.0159 


.47625 


27 


6& 


.0171875 


.016 


.0142 


.4365625 


28 


e\ 


.015625 


.014 


.0126 


.396875 


29 


6 4.TT 


.0140625 


.013 


.0113 


.3571875 


30 


ht 


.0125 


.012 


.0100 


.3175 


31 


6 45 


.0109375 


.01 


.0089 


.2778125 


32 


iilu 


.01015625 


.009 


.0080 


.25796875 


33 


3 
32TJ 


.009375 


.008 


.0071 


.238125 


34 


X28T5 


.00859375 


.007 


.0063 


.21828125 


35 


5 
64TJ 


.0078125 


.005 .0056 


.1984375 


36 


9 

ISSU 


.00703125 


.004 


.005 


.17859375 


37 


255TJ 


.006640625 




.0044 


.168671875 


38 


Too" 


.00625 


".::: 


.0039 


.15875 





264 



BRIER 



HILL 



1=1 i=) 



THICKNESSES AND WEIGHTS OF BLACK SHEETS 
IN VARIOUS COMMON GAUGES 



Thickness in 


Weight 


in Pounds per Square 




Millimeters 




Foot 




No. of 


Birmingham 


B. & S. or 




Birmingham 


B. & S. or 


Gauge 


or Stubbs 


American 




or Stubbs 


American 








20.00 






0000000 






18.75 






000000 






17.50 






00000 


11.53 


11.68 


16.25 


18.22 


18.40 


0000 


10.79 


10.40 


15.00 


17.05 


16.38 


000 


9.651 


9.266 


13.75 


15.25 


14.59 


00 


8.635 


8.252 


12.50 


13.64 


13.00 





7.619 


7.348 


11.25 


12.04 


11.57 


1 


7.213 


6.543 


10.625 


11.40 


10.30 


2 


6.578 


5.827 


10.00 


10.39 


9.18 


3 


6.045 


5.189 


9.375 


9.55 


8.17 


4 


5.587 


4.620 


8.75 


8.83 


7.28 


5 


5.156 


4.115 


8.125 


8.15 


6.48 


6 


4.572 


3.665 


7.5 


7.22 


5.77 


7 


4.19 


3.264 


6.875 


6.62 


5.14 


8 


3.759 


2.906 


6.25 


5.94 


4.58 


9 


3.403 


2.588 


5.625 


5.38 


4.08 


10 


3.047 


2.304 


5.00 


4.82 


3.63 


11 


2.768 


2.052 


4.375 


4.37 


3.23 


12 


2.413 


1.829 


3.75 


3.81 


2.88 


13 


2.108 


1.628 


3.125 


3.33 


2.56 


14 


1.829 


1.450 


2.8125 


2,89 


2.28 


15 


1.651 


1.290 


2.5 


2.61 


2.03 


16 


1.473 


1.151 


2.25 


2.33 


1.81 


17 


1.244 


1.024 


2.00 


1.97 


1.61 


18 


1.067 


.911 


1.75 


1.69 


1.44 


19 


.889 


.813 


1.50 


1.40 


1.28 


20 


.813 


.724 


1.375 


1.28 


1.14 


21 


.711 


.643 


1.25 


1.12 


1.01 


22 


.635 


.574 


1.125 


1.00 


.904 


23 


.559 


.511 


1.00 


.883 


.804 


24 


.508 


.455 


.875 


.803 


.716 


25 


.457 


.404 


.75 


.722 


.636 


26 


.406 


.361 


.6875 


.642 


.568 


27 


.356 


.320 


.625 


.562 


.504 


28 


.33 


.287 


.5625 


.522 


.452 


29 


.305 


.254 


.5 


.482 


.400 


30 


.254 


.226 


.4375 


.401 


.356 


31 


.229 


.203 


.40625 


.361 


.320 


32 


.203 


.180 


.375 


.321 


.284 


33 


.177 


.160 


.34375 


.281 


.252 


34 


.127 


.142 


.3125 


.201 


.224 


35 


.102 




.218125 


.161 




36 







.265625 
.25 






37 
38 



265 



[=1 [=1 



CORRUGATED SHEET TABLE 

Giving Number of Square Feet in Different Lengths of 2-Inch, 23^-Inch 
and 3-Inch Corrugations, Width 26 Inches 



No. Sheets 

2 
3 

4 
5 

6 
7 
8 
9 
10 

11 
12 
13 
14 
15 

16 
17 

18 
19 
20 

21 
22 
23 

24 
25 

26 
27 
28 
29 
30 

31 
32 
33 
34 
35 

36 
37 
38 
39 
40 

41 
42 
43 
44 
45 

46 
47 
48 
49 
50 

51 

52 
53 

54 
55 

56 
57 
58 
59 



6 ft. 



7 ft. 



9 ft. 



10 ft. 



26 
39 

52 
65 

78 

91 

104 

117 

130 

143 
156 
169 
182 
195 

208 
221 

234 
247 
260 

273 

286 
299 
312 
325 

338 
351 

364 
377 
390 

403 

416 
429 
442 
455 

468 
481 
494 
507 
520 

533 

546 
559 
572 
585 

598 
611 
624 
637 
650 



31 

46 
61 
76 

91 
107 
122 
137 
152 

167 
182 
198 
213 

228 

243 
258 
273 
289 
304 

319 
334 
349 
364 
379 

395 
410 
425 
440 
455 

470 
486 
501 
516 
531 

546 
562 

577 
592 
607 

622 
637 
653 
668 
683 

698 

713 

728 
744 
759 



35 
52 

70 

87 

104 
122 
139 
156 

174 

191 
208 
226 
243 
260 

278 
295 
312 
330 
347 

364 

382 
399 
416 
434 

451 
468 
486 
503 
520 

538 
555 
572 
590 
607 

624 
642 
659 
676 
694 

711 
728 
746 
763 
780 

798 
815 
832 
850 
867 



59 

78 
98 

117 
137 
156 
176 
195 

215 

234 
254 
273 
293 

312 
332 
351 
371 
390 

410 

429 
449 
468 

488 



702 
722 
741 
761 
780 

800 
819 
839 
858 
878 

897 
917 
936 
956 
975 



44 

65 

87 

110 

130 
152 
174 
195 
217 

239 
260 
282 
304 
325 

347 
369 
390 
412 

434 

455 

477 
499 
520 
542 



780 
802 
824 
845 
867 

889 
910 
932 
954 

975 

997 
1019 
1040 
1062 
1084 



12 ft. 



507 


564 


676 


527 


585 


702 


546 


607 


728 


566 


629 


754 


585 


650 


780 


605 


672 


806 


624 


694 


832 


644 


715 


858 


663 


737 


884 


683 


759 


910 



52 

78 

104 

130 

156 
182 
208 
234 
260 

286 
312 
338 
364 
390 

416 
442 
468 
494 
520 

546 
572 
598 
624 
650 



962 

988 

1014 

1040 

1066 
1092 
1118 
1144 
1170 

1196 

1222 
1248 
1274 
1300 



663 


774 


884 


995 


1105 


1326 


676 


789 


902 


1014 


1127 


1352 


689 


804 


919 


1034 


1149 


1378 


702 


819 


936 


1053 


1170 


1404 


715 


835 


954 


1073 


1192 


1430 


728 


859 


971 


1092 


1214 


1456 


741 


865 


988 


1112 


1235 


1482 


754 


880 


1006 


1131 


1257 


1508 


767 


895 


1023 


1151 


1279 


1534 


780 


910 


1040 


1170 


1300 


1560 



266 



1=1 1=1 



B R I E^ R 



HILL 



(=] [=1 



CORRUGATED 


SHEET 


TABLE- 


-Continued 


No. Sheets 


6 ft. 


7 ft. 


8 ft. 


9 ft. 


10 ft. 


12 ft. 


61 


793 


926 


1058 


1190 


1322 


1586 


62 


806 


941 


1075 


1209 


1344 


1612 


63 


819 


956 


1092 


1229 


1365 


1638 


64 


832 


971 


1110 


1248 


1387 


1664 


65 


845 


986 


1127 


1268 


1409 


1690 


66 


858 


1001 


1144 


1287 


1430 


1716 


67 871 


1017 


1162 


1307 


1452 


1742 


68 , 884 


1032 


1179 


1326 


1474 


1768 


69 897 


1047 


1196 


1346 


1495 


1794 


70 


910 


1062 


1214 


1365 


1517 


1820 



71 
72 
73 

74 
75 

76 
77 
78 
79 
80 

81 
82 
83 
84 
85 

86 
87 
88 
89 
90 

91 
92 
93 
94 
95 

96 
97 
98 
99 
100 



923 
936 
949 
962 
975 

988 
1001 
1014 
1027 
1040 

1053 
1066 
1079 
1092 
1105 

1118 
1131 
1144 
1157 
1170 

1183 
1196 
1209 
1222 
1235 

1248 
1261 
1274 
1287 
1300 



1077 
1092 
1108 
1123 
1138 

1153 
1168 
1183 
1190 
1214 

1229 
1244 
1259 
1274 
1290 

1305 
1320 
1335 
1350 
1365 

1381 
1396 
1411 
1426 
1441 

1456 

1472 
1487 
1502 
1517 



1231 
1248 
1266 
1283 
1300 

1318 
1335 
1352 
1370 
1387 

1404 

1422 
1439 
1456 
1474 

1491 
1508 
1526 
1543 
1560 

1578 
1595 
1612 
1630 
1647 

1664 
1682 
1699 
1716 

1734 



1385 
1404 
1424 
1443 
1463 

1482 
1502 
1521 
1541 
1560 

1580 
1599 
1619 
1638 
1658 

1677 
1697 
1716 
1736 
1755 

1775 
1794 
1814 
1833 
1853 

1872 
1892 
1911 
1931 
1950 



1539 
1560 
1582 
1604 
1625 

1647 
1669 
1690 

1712 
1734 

1755 

1777 
1799 
1820 
1842 

1864 
1885 
1907 
1929 
1950 

1972 
1994 
2015 
2037 
2059 

2080 
2102 
2124 
2145 
2167 



1846 
1872 
1898 
1924 
1950 

1976 
2002 
2028 
2054 
2080 

2106 
2132 
2158 
2184 
2210 

2236 
2262 
2288 
2314 
2340 

2366 
2392 
2418 
2444 
2470 

2496 

2522 
2548 
2574 
2600 



Estimate of Number of Square Feet Material Required 
Square Feet of Surface with 2-Inch Corrugated 


to Cover 100 
Sheets 


End Lap 


1-in. 


2-in. 


3-in. 


4-in. 


5-in. 


6-in. 






Side Lap, 1 Corrugation . . 110 
Side Lap, 13^ Corrugation . 116 
Side Lap, 2 Corrugation . . 123 


Ill 
117 
124 


112 

118 
125 


113 
119 
126 


114 
120 

127 


115 
121 

128 


With 1M-Inch Corrugated 


End Lap 


1-in. 


2-in. 


3-in. 


4-in. 


5-in. 


6-in. 


Side Lap, 1 Corrugation . . 
Side Lap, 1}4 Corrugation 
Side Lap, 2 Corrugation . . 


107| 
1-10* 

H3 r 3 B 


1083 
1111 
114H 


109 r 7 o 
112 x 7 o 
115| 


HO T 9 o 
113 r 9 cj 
117 


112 T l o 
115A 

H8K 


1131 
116g 
120| 



These tables are based on using 96-inch sheets; if longer or shorter lengths are used 
there will be a slight variation from the above estimates. 



267 



Eal ebi BRIE1R HI L.L G=3 Eeb) 

CORRUGATED SHEETS NECESSARY FOR GIVEN AREA 

How to Estimate Amount of Corrugated Sheets 

First select the best lengths of sheets to fit the space, bearing in 
mind the end laps. On Siding one-inch lap will do, while for Roofing 
nothing less than three inches, and if only a slight pitch, six inches, 
for end lap. As each sheet lays just two feet wide, it is a simple 
matter to ascertain the number of sheets necessary to cover the 
space. Then estimate the number of feet in our 2-inch and 23^-inch 
corrugated sheets, as follows : 

5 ft. long, 10% sq. ft. lay 2 ft. wide, selling measure, 26 in. wide. 

6 ft. long, 13 sq. ft. lay 2 ft. wide, selling measure, 26 in. wide. 

7 ft. long, 153^ sq. ft. lay 2 ft. wide, selling measure, 26 in. wide. 

8 ft. long, 17% sq. ft. lay 2 ft. wide, selling measure, 26 in. wide. 

9 ft. long, 19% sq. ft. lay 2 ft. wide, selling measure, 26 in. wide. 

10 ft. long, 21% sq. ft. lay 2 ft. wide, selling measure, 26 in. wide. 

11 ft, long, 23 5 e sq. ft, lay 2 ft. wide, selling measure, 26 in. wide. 

12 ft. long, 26 sq. ft, lay 2 ft. wide, selling measure, 26 in. wide. 

On 134-inch or smaller Corrugated Sheets, figure as follows: 

5 ft. long, 10 5 /i2sq. ft. lay 2 ft, wide, selling measure, 25 in. wide. 

6 ft, long, 12% sq. ft. lay 2 ft, wide, selling measure, 25 in. wide. 

7 ft. long, 14 7 /i2sq. ft. lay 2 ft. wide, selling measure, 25 in. wide. 

8 ft, long, 16% sq. ft. lay 2 ft. wide, selling measure, 25 in. wide. 

9 ft. long, 18% sq. ft. ^y 2 ft. wide, selling measure, 25 in. wide. 

10 ft. long, 20% sq. ft. lay 2 ft. wide, selling measure, 25 in. wide. 

11 ft. long, 22 1: !/i2sq.ft. lay 2 ft. wide, selling measure, 25 in. wide. 

12 ft. long, 25 sq. ft. lay 2 ft. wide, selling measure, 25 in. wide. 

When necessary we cut sheets in the middle and give half sheets 
of any of the above lengths. When we cut to odd inches, say 7 
feet 9 inches, we charge for an 8-foot sheet, unless we have several 
weeks in which to fill the order with specially made odd sizes. 

Always specify length of sheets and size of corrugations. 



268 



& Gs§l BRIER H I L L lal lal 


STANDARD WEIGHTS PER SQUARE OF FORMED 


PRODUCTS 


PAINTED 


Gauge 


28 
71 


27 
78 


26 
85 


25 
99 


24 
113 


23 


22 


21 


20 


18 


16 


14 


12 


10 


y%" Corrugated . . . 


1M" Corrugated . . . 


71 


78 


85 


99 


113 


127 


141 


155 


16< 


) 










2" Corrugated . . . 


68 


75 


82 


95 


109 


122 


136 


149 


16; 


\ 216 


270 








1 X A" Corrugated Siding 






























(26" wide) 


68 


75 


82 


95 


109 


122 


136 


149 


16S 


\ 216 


270 


338 


472 


607 


2K" Corrugated Roof- 






























ing (27 Yz" wide) . . 


69 


76 


83 


97 


110 


124 


137 


151 


16£ 


> 219 


274 


342 


478 


615 


3" Corrugated .... 


68 


75 


82 


95 


109 


122 


136 


149 


165 


216 


270 


338 


472 




2~V Crimp, without 






























Sticks 


69 


76 


82 


96 


109 


123 


136 


150 


164 












3-V Crimp, without 






























Sticks 


70 


77 


84 


98 


111 


125 


139 


153 


16^ 












Pressed Standing Seam, 






























without cleats . . . 


70 


77 


84 


98 


111 


125 


139 


153 


161 












Weatherboard Siding . 


71 


78 


85 


99 


114 


128 


142 
















Beaded Ceiling . . . 


69 


76 


82 


96 


109 




















Roll Roofing, without 






























Cleats 


71 


78 


85 


99 


113 




















Roll and Cap Roofing, 






























Caps and Cleats . . 


75 


83 


90 


105 


120 




















Plain Brick Siding . . 


64 


70 


76 
























Rock Face Brick Siding 


64 


70 


76 
























Rock Face Stone Siding 


64 


70 76 
























GALVANIZED 


Gauge 


2928 


27 


26 


25 


24 


23 


22 


21 


20 


18 


16 


14 


12 


10 


%" Corrugated . . . 


8188 


95 


102 


116 


130 




















1J4" Corrugated . . . 


81 


88 


95 


102 


116 


130 


144 


158 


172 


186 












2" Corrugated . . . 


77 


84 


91 


98 


111 


125 


138 


151 


165 


178 


232 


286 








23^" Corrugated Siding 
































(26" wide) 


77 


84 


91 


98 


111 


125 


138 


151 


165 


L78 


232 


286 


353 


488 


623 


23^" Corrugated Roof- 
































ing (27 >6" wide) . . 


78 


85 


92 


99 


113 


126 


140 


153 


167 


181 


235 


290 


358 


494 


631 


3" Corrugated .... 


77 


84 


91 


98 


111 


125 


138 


151 


165 


178 


232 


286 


353 


488 




2-V Crimp, without 
































Sticks 


78 


85 


91 


98 


112 


125 


139 


152 


166 


L79 












3-V Crimp, without 
































Sticks 


79 


86 


93 


100 


114 


128 


142 


155 


169 


L83 












Pressed Standing Seam, 
































without Cleats . . . 


79 


86 


93 


100 


114 


128 


142 


155 


169 ] 


L83 












Weatherboard Siding . 


81 


88 


95 


102 


116 


130 


144 


158 
















Beaded Ceiling . . . 


78 


85 


91 


98 


112 


125 




















Roll Roofing, without 
































Cleats 


81 


88 


95 


102 


116 


130 




















Roll and Cap Roofing, 
































Caps and Cleats . . 


85 


93 


100 


108 


122 


137 




















Plain Brick Siding . . 


72 


78 


84 


91 
























Rock Face Brick Siding 


72 


78 


84 


91 
























Rock Face Stone Siding 


72 


78 


84 


91 



























269 



r=3 r=i B R I E, R HI 1^ L, e=o b=d 


STANDARD WEIGHTS IN A BUNDLE 

(Weight of Bands, about 3 Pounds to a Bundle, not Included) 


Products 


Gauge 


Sheets 

in 
Bundle 


60 Ins. 
Long 


72 Ins. 
Long 


84 Ins. 
Long 


96 Ins. 
Long 


T3 

Ph 


> 
O 


S 

Ph 


> 
O 


i 

Ah 


> 
O 


s 

Ph 


> 
O 


2K-inch Corrugated 
134-inch Corrugated 


28 
27 
26 
24 
22 


10 

10 

10 

8 

6 


75 
82 
89 
95 
89 


91 

99 

106 

108 

98 


90 

98 
107 
114 
106 


109 
118 
127 
130 
118 


105 
115 
125 
133 

124 


128 120 
138 131 
148, 143 
151 152 
138 142 


146 
158 
169 
173 
158 


V-Crimped Roofing, without 

Sticks 
Beading Ceiling and Siding 


28 
27 
26 


10 
10 
10 


69 
76 
83 


85 83 102 1 97 
91 91 110 107 
98100 118 116 


119 111 135' 

128 122 149 
138 133; 160 


Pressed Standing Seam Roof- 
ing, without Cleats 
3V-Crimp.Roof'g,withoutSticks 


28 
27 
26 


10 
10 
10 


71 

78 
85 


86 85 
93 93 

100 101 


104 99 
112 109 
120 j 118 


121 113 
130 124 
140 135 

123 115 
133 ; 127 
143 138 


138 
149 
160 

141 
152 
163 


Weatherboard Siding 


28 
27 
26 


10 
10 
10 


72 
79 
86 


88 86 

95 95 

102 103 


106 101 
114 111 
122 121 


Plain Brick Siding 
Rock Face Brick Siding 
Rock Face Stone Siding 


28 
27 
26 


10 
10 
10 


75 
82 
89 


91 

99 

106 














Products 


Gauge 


Sheets 

in 
Bundle 


108 Ins. 
Long 


120 Ins. 
Long 


132 Ins. 
Long 


144 Ins. 
Long 


Ph 


> 




•6 


O 




> 


•a 

Ph 


> 
O 


23^-inch Corrugated 
1J4 -inch Corrugated 


28 
27 
26 
24 
22 


10 

10 

10 

8 

6 


135 
148 
161 
171 
159 


164 
177 
190 
194 

177 


149 
164 
179 
190 
177 


182 1 164 
197 180 
211 196 
216 208 

197 195 


201 179 219 
217 197 236 
233' 214 254 
237 227 259 
217 213(236 


V-Crimped Roofing, without 

Sticks 
Beaded Ceiling and Siding 


28 
27 
26 


10 
10 
10 


125 
137 
149 


152 139 
165 152 
177 166 


169 153 
183 167 
196 182 


186 166 203 
201 183 219 
216 199 236 


Pressed Standing Seam Roof- 
ing, without Cleats 
3V-Crimp.Roof'g,withoutSticks 


28 
27 
26 


10 
10 
10 


127 
140 
152 


155 
168 
180 


141 

155 
169 


173 

186 
200 


155 
171 

186 

158 
174 
189 


190 170 207 
205 186 224 
220 203 240 

193 173 211 

209 190 228 
224 207! 245 


Weatherboard Siding 


28 
27 
26 


10 
10 
10 


130 
142 
155 


158 
171 
184 


144 
158 
172 


176 
190 

204 


Products 


Gauge 


Lineal 

Feet 

in a Roll 


Ptd. 

I 


Galv. 


Plain Roll Roofing, without Cleats 


28 

27 
26 


50 72 
50 79 
50 86 


88 

95 

102 


Roll and Cap Roofing, without ( 


3aps or 


Cleats 


28 

27 
26 


50 71 86 
50 77 96 
50 84 ! 100 








_,__...— 1 ii • 1 



270 



'G=a nun BRIER 



H I !_. L i^i 1=1 



NUMBER OF SHEETS OF ROOFING IN ONE SQUARE 





2-in., 2K-in. 

and 3-in. 

Corrugated 
27 y 2 in. Wide 


2-in., 2M-in. 

and 3-in. 
Corrugated 
26 in. Wide 


lj^-in.and 5^-in. 
Corrugated 
25 in. Wide 


2 V. C, 3 V. C, 
P. S. S., Etc. 
24 in. Wide 


5 feet . . . 


8.72 


9.231 


9.600 


10. 


6 feet . 




7.27 


7.692 


8.000 


8.333 


7 feet . 




6.23 


6.593 


6.857 


7.143 


8 feet . 




5.46 


5.769 


6.000 


6.25 


9 feet . 






4.85 


5.128 


5.333 


5.556 


10 feet . 






4.36 


4.616 


4.800 


5. 


11 feet . 




3.97 


4.196 


4.363 


4.545 


12 feet . 






3.64 


3.846 


4.000 


4.167 



To find the number of sheets in a given number of squares: 
Multiply the number of squares (100 square feet) by the number 
set opposite the lengths of sheet desired in the column for the 
material wanted. The result is the number of sheets required, 
without allowance for end or side laps. Allowance of 10% for 
laps should be added. 



Odd feet 
Odd inches 



46.1538 
553.846 



47.5247 
570.2964 



48.00 
576.00 



50.00 
600.00 



If for odd lengths, divide the numbers above by the length and 
multiply as before stated. If length is in inches, use the number for 
"odd inches." If in feet, use "odd feet." For Pressed Brick, Rock 
Faced Brick and Stone Siding, multiply number of squares by 8.6. 

SHEETS AND ROOFINGS, SQUARE FEET IN A SHEET 





2-in., 2^-in. 

and 3-in. 
Corrugated 


2-in., 2y 2 -m.. 

and 3-in. 
Corrugated 


lJi-in. and iMs-in. 
Corrugated 
25 in Wide 


2 V. C, 
3 V. C, P. S. S., 

Etc. 




27^ in. Wide 


26 in. Wide 


24 in. Wide 


5 feet . . . 11.46 


10.833 


10.417 


10 


6 feet 






13.75 


13.000 


12.500 


12 


7 feet 






16.04 


15.167 


14.583 


14 


8 feet 






18.33 


17.333 


16.667 


16 


9 feet 






20.62 


19.500 


18.750 


18 


10 feet 






22.91 


21.667 


20.833 


20 


11 feet 






25.20 


23.833 


22.916 


22 


12 feet 






27.50 


26.000 


25.000 


24 





271 











H 1 


L_ I_ G=D rj=D 






CIRCLES 








We manufacture Steel Circles from both Black and Galvanized 


Steel 


, Blue Annealed Sheets and Plates ranging from 30 gauge to 


2 inches thick. 












Smallest diameter 12 inches; largest diameter 124 inches. 




CIRCUMFERENCES AND 


AREAS OF CIRCLES 








Inches or 


Feet 








Diam. 


1 
Circum. 


Area 


Diam. 


Circum. 


Area 


Diam. 


Circum. 


Area 


1 


3.1416 


.7854 43 


135.09 


1452.20 


85 


267.04 


5674.50 


2 


6.2832 


3.14161 44 


138.23 


1520.53 


86 


270.18 


5808.80 


3 


9.4248 


7.0686 45 


141.37 


1590.43 


87 


273.32 


5944.68 


4 


12.5664 


12.5664 


46 


144.51 


1661.90 


88 


276.46 


6082.12 


5 


15.7080 


19.635 


47 


147.65 


1734.94 


89 


279.60 


6221.14 


6 


18.850 


28.274 


48 


150.80 


1809.56 


90 


282.74 


6361.73 


7 


21.991 


38.485 


49 


153.94 


1885.74 


91 


285.88 


6503.88 


8 


25.133 


50.266 


50 


157.08 


1963.50 


92 


289.03 


6647.61 


9 


28.274 


63.617 


51 


160.22 


2042.82 


93 


292.17 


6792.91 


10 


31.416 


78.540 


52 


163.36 


2123.72 


94 


295.31 


6939.78 


11 


34.558 


95.033 


53 


166.50 


2206.18 


95 


298.45 


7088.22 


12 


37.699 


113.1 


54 


169.65 


2290.22 


96 


301.59 


7238.23 


13 


40.841 


132.73 


55 


172.79 


2375.83 


97 


304.73 


7339.81 


14 


43.982 


153.94 


56 


175.93 


2463.01 


98 


307.88 


7542.96 


15 


47.124 


176.71 


57 


179,07 


2551.76 


99 


311.02 


7697.69 


16 


50.265 


201.06 


58 


182.21 


2642.08 


100 


314.16 


7853.98 


17 


53.407 


226.98 


59 


185.35 


2733.97 


101 


317.30 


8011.85 


18 


56.549 


254.47 


60 


188.50 


2827.43 


102 


320.44 


8171.28 


19 


59.690 


283.53 


61 


191.64 


2922.47 


103 


323.58 


8332.29 


20 


62.832 


314.16 


62 


194.78 


3019.07 


104 


326 73 


8494.87 


21 


65.973 


346.36 


63 


197.92 


3117.25 


105 


329.87 


8659.01 


22 


69.115 


380.13 


64 


201.06 


3216.99 


106 


333.01 


8824.73 


23 


72.257 


415.48 


65 


204.20 


3318.31 


107 


336.15 


8992.02 


24 


75.398 


452.39 


66 


207.34 


3421.19 


108 


339.29 


9160.88 


25 


78.540 


490.87 


67 


210.49 


3525.65 


109 


342.43 


9331.32 


26 


81.681 


530.93 


68 


213.63 


3631.68 


110 


345.58 


9503.32 


27 


84.823 


572.56 


69 


216.77 


3739.28 


111 


348.72 


9676.89 


28 


87.965 


615.75 


70 


219.91 


3848.45 


112 


351.86 


9852.03 


29 


91.106 


660.52 


71 


223.05 


3959.19 


113 


355. 


10028.75 


30 


94.248 


706.86 


72 


226.19 


4071.50 


114 


358.14 


10207.03 


31 


97.389 


754.77 


73 


229.34 


4185.39 


115 


361.28 


10386.89 


32 


100.53 


804.25 


74 


232.48 


4300.84 


116 


364.42 


10568.32 


33 


103.67 


855.30 


75 


235.62 


4417.86 


117 


367.57 


10751.32 


34 


106.81 


907.92 


76 


238.76 


4536.47 


118 


370.71 


10935.88 


35 


109.96 


962.11 


77 


241.90 


4656.63 


119 


373.85 


11122.02 


36 


113.10 


1017.88 


78 


245.04 


4778.36 


120 


376.99 


11309.73 


37 


116.24 


1075.21 


79 


248.19 


4901.67 


121 


380.13 


11499.01 


38 


119.38 


1134.11 


80 


251.33 


5026.55 


122 


383.27 


11689.87 


39 


122.52 


1194.59 


81 


254.47 


5153. 


123 


386.42 


11882.29 


40 


125.66 


1256.64 


82 


257.61 


5281.02 


124 


389.56 


12076.28 


41 


128.81 


1320.25 


83 


260.75 


5410.61 


125 


392.70 


12271.85 


42 


131.95 


1385.44 


84 


263.89 


5541.77 


126 


395.84 


12468.98 


To 


find diamet 


er of circle when circumference is given 


multipl: 


7 the given circum- 


ference by .3183. 














To find the circi 


lmference of a circle when diameter is give] 


i, multipl 


y the given diameter 


by 3.1416. 















272 



g=o n==i B R I E, R 



HILL s s 



TABLE FOR COMPUTING LENGTHS OF 
CURVED SHEETS 

To Ascertain Length of a Curved Sheet by Following Table: 

Rule. Divide height by base, find quotient in column of heights, 
take length for that height opposite to it in next column on the 
right hand. Multiply length thus obtained by base and product 
will give length of sheet. See diagram on page 149. 

Example. To find length of sheet, base (or span) being 100 
inches, rise being 25 inches. 

25 divided by 100 equals .25; and .25, per table, equals 1.15912, 
length of base, which multiplied by 100 equals 115.912, which is 
length of sheet. 

If for ceiling, give exact distance between sets of iron beams, rise 
of sheet, and length and number of sections. If for roofing, give 
number and length of sheets and radius required. 



Height 


Length 


Height 


Length 


Height 


Length 


Height 


Length 


.001 


1.00002 


.124 


1.04051 


.168 


1.07365 


.212 


1.11584 


.005 


1.00007 


.125 


1.04116 


.169 


1.07451 


.213 


1.11692 


.01 


1.00027 


.126 


1.04181 


.17 


1.07537 


.214 


1.11796 


.015 


1.00061 


.127 


1.04247 


.171 


1.07624 


.215 


1.11904 


.02 


1.00107 


.128 


1.04313 


.172 


1.07711 


.216 


1.12011 


.025 


1.00167 


.129 


1.0438 


.173 


1.07799 


.217 


1.12118 


.03 


1.0024 


.13 


1.04447 


.174 


1.07888 


.218 


1.12225 


.035 


1.00327 


.131 


1.04515 


.175 


1.07977 


.219 


1.12334 


.04 


1.00426 


.132 


1.04584 


.176 


1.08066 


.22 


1.12445 


.045 


1.00539 


.133 


1.04652 


.177 


1.08156 


.221 


1.12556 


.05 


1.00665 


.134 


1.04722 


.178 


1.08246 


.222 


1.12663 


.055 


1.00805 


.135 


1.04792 


.179 


1.08337 


.223 


1.12774 


.06 


1.00957 


.136 


1.04862 


.18 


1.08428 


.224 


1.12885 


.065 


1.01123 


.137 


1 . 04932 


.181 


1.08519 


.225 


1.12997 


.07 


1.01302 


.138 


1.05003 


.182 


1.08611 


.226 


1.13108 


.075 


1.01493 


.139 


1.05075 


.183 


1.08704 


.227 


1.13219 


.08 


1.01698 


.14 


1.05147 


.184 


1.08797 


.228 


1.13334 


.085 


1.01916 


.141 


1.0522 


.185 


1.0889 


.229 


1.13441 


.09 


1.02146 


.142 


1.05293 


.186 


1.08984 


.23 


1.13557 


.095 


1.02389 


.143 


1.05367 


.187 


1.09079 


.231 


1.13671 


.1 


1.02645 


.144 


1.05441 


.188 


1.09174 


.232 


1.13786 


.101 


1.02698 


.145 


1.05516 


.189 


1.09269 


.233 


1.13903 


.102 


1.02752 


.146 


1.05591 


.19 


1.09365 


.234 


1.1402 


.103 


1.02806 


.147 


1.05667 


.191 


1.09461 


.235 


1.14136 


.104 


1.0286 


.148 


1.05743 


.192 


1.09557 


.236 


1.14247 


.105 


1.02914 


.149 


1.05819 


.193 


1.09654 


.237 


1.14363 


.106 


1.0297 


.15 


1.05896 


.194 


1.09752 


.238 


1.1448 


.107 


1.03026 


.151 


1.05973 


.195 


1.0985 


.239 


1.14597 


.108 


1.03082 


.152 


1.06051 


.196 


1.09949 


.24 


1.14714 


.109 


1.03139 


.153 


1.0613 


.197 


1.10048 


.241 


1.14831 


.110 


1.03196 


.154 


1.06209 


.198 


1.10147 


.242 


1.14949 


.111 


1.03254 


.155 


1.06288 


.199 


1.10247 


.243 


1.15067 


.112 


1.03312 


.156 


1.06368 


.2 


1.10348 


.244 


1.15186 


.113 


1.03371 


.157 


1.06449 


.201 


1.10447 


.245 


1.15308 


.114 


1.0343 


.158 


1.0653 


.202 


1.10548 


.246 


1.15429 


.115 


1.0399 


.159 


1.06611 


.203 


1.1065 


.247 


1.15549 


.116 


1.03551 


.16 


1.06693 


.204 


1.10752 


.248 


1.1567 


.117 


1.03611 


.161 


1.06775 


.205 


1.10855 


.249 


1.15791 


.118 


1.03672 


.162 


1.06858 


.206 


1.10958 


.25 


1.15912 


.119 


1.03734 


.163 


1.06941 


.207 


1.11062 


.251 


1.16033 


.12 


1.03797 


.164 


1.07025 


.208 


1.11165 


.252 


1.16157 


.121 


1.0386 


.165 


1.07109 


.209 


1.11269 


.253 


1.16279 


.122 


1.03923 


.166 


1.07194 


.21 


1.11374 


.254 


1.16402 


.123 


1.03987 


.167 


1.07279 


.211 


1.11479 


.255 


1.16526 



273 



a 0=3 B 


R I 


e: r 


HILL 1=1 D=D 




TABLE FOR 


COMPUTING 


LENGTHS OF 








CURVED SHEETS— Continued 




Height 


Length 


Height 


Length 


Height 


Length 


Height 


Length 


.256 


1.16649 


.318 


1.25095 


.38 


1.34899 


.442 


1.45883 


.257 


1.16774 


.319 


1.25243 


.381 


1.35068 


.443 


1.46069 


.258 


1.16899 


.32 


1.25391 


.382 


1.35237 


.444 


1.46255 


.259 


1.17024 


.321 


1.25539 


.383 


1.35406 


.445 


1.46441 


.26 


1.1715 


.322 


1.25686 


.384 


1.35575 


.446 


1.46628 


.261 


1.17275 


.323 


1.25836 


.385 


1.35744 


.447 


1.46815 


.262 


1.17401 


.324 


1.25987 


.386 


1.35914 


.448 


1.47002 


.263 


1.17527 


.325 


1.26137 


.387 


1.36084 


.449 


1.47189 


.264 


1.17655 


.326 


1.26286 


.388 


1.36254 


.45 


1.47377 


.265 


1.17784 


.327 


1.26437 


.389 


1.36425 


.451 


1.47565 


.266 


1.17912 


.328 


1.26588 


.39 


1.36596 


.452 


1.47753 


.267 


1.1804 


.329 


1.2674 


.391 


1.36767 


.453 


1.47942 


.268 


1.18162 


.33 


1.26892 


.392 


1.36939 


.454 


1.48131 


.269 


1.18294 


.331 


1.27044 


.393 


1.37111 


.455 


1.4832 


.27 


1.18428 


.332 


1.27196 


.394 


1.37283 


.456 


1.48509 


.271 


1.18557 


.333 


1.27349 


.395 


1.37455 


.457 


1.48699 


.272 


1.18688 


.334 


1.27502 


.396 


1.37628 


.458 


1.48889 


.273 


1.18819 


.335 


1.27656 


.397 


1.37801 


.459 


1.49079 


.274 


1.18969 


.336 


1.2781 


.398 


1.37974 


.46 


1.49269 


.275 


1.19082 


.337 


1.27964 


.399 


1.38148 


.461 


1.4946 


.276 


1.19214 


.338 


1.28118 


.4 


1.38322 


.462 


1.49651 


.277 


1.19345 


.339 


1.28273 


.401 


1.38496 


.463 


1.49842 


.278 


1.19477 


.34 


1.28428 


.402 


1.38671 


.464 


1.50033 


.279 


1.1961 


.341 


1.28583 


.403 


1.38846 


.465 


1.50224 


.28 


1.19743 


.342 


1.28739 


.404 


1.39021 


.466 


1.50416 


.281 


1.19887 


.343 


1.28895 


.405 


1.39196 


.467 


1.50608 


.282 


1.20011 


.344 


1.29052 


.406 


1.39372 


.468 


1.508 


.283 


1.20146 


.345 


1.29209 


.407 


1.39548 


.469 


1.50992 


.284 


1.20282 


.346 


1.29366 


.408 


1.39724 


.47 


1.51182 


.285 


1.20419 


.347 


1.29523 


.409 


1.399 


.471 


1.51378 


.286 


1.20558 


.348 


1.29681 


.41 


1.40077 


.472 


1.51571 


.287 


1.20696 


.349 


1.29839 


.411 


1.40254 


.473 


1.51764 


.288 


1.20828 


.35 


1.29997 


.412 


1.40432 


.474 


1.51958 


.289 


1.20967 


.351 


1.30156 


.413 


1.4061 


.475 


1.52152 


.29 


1.21202 


.352 


1.30315 


.414 


1.40788 


.476 


1.52346 


.291 


1.21239 


.353 


1.30474 


.415 


1.40966 


.477 


1.52541 


.292 


1.21381 


.354 


1.30634 


.416 


1.41145 


.478 


1.52736 


.293 


1.2152 


.355 


1.30794 


.417 


1.41324 


.479 


1.52931 


.294 


1.21658 


.356 


1.30954 


.418 


1.41503 


.48 


1.53126 


.295 


1.21794 


.357 


1.31115 


.419 


1.41682 


.481 


1.53322 


.296 


1.21926 


.358 


1.31276 


.42 


1.41861 


.482 


1.53518 


.297 


1.22061 


.359 


1.31437 


.421 


1.42041 


.483 


1.53714 


.298 


1.22203 


.36 


1.31599 


.422 


1.42222 


.484 


1.5391 


.299 


1.22347 


.361 


1.31761 


.423 


1.42402 


.485 


1.54186 


.3 


1.22495 


.362 


1.31923 


.424 


1.42583 


.486 


1.54302 


.301 


1.22635 


.363 


1.32086 


.425 


1.42764 


.487 


1.54499 


.302 


1.22776 


.364 


1.32249 


.426 


1.42945 


.488 


1.54696 


.303 


1.22918 


.365 


1.32413 


.427 


1.43127 


.489 


1.51893 


.304 


1.23061 


.366 


1.32577 


.428 


1.43309 


.49 


1.5509 


.305 


1.23205 


.367 


1.32741 


.429 


1.43491 


.491 


1.55228 


.306 


1.23349 


.368 


1.32905 


.43 


1.43673 


.492 


1.55486 


.307 


1.23494 


.369 


1.33069 


.431 


1.43856 


.493 


1.55685 


.308 


1.23636 


.37 


1.33234 


.432 


1.44039 


.494 


1.55854 


.309 


1.2378 


.371 


1.33399 


.433 


1.44222 


.495 


1.56083 


.31 


1.23925 


.372 


1.33564 


.434 


1.44405 


.496 


1.56282 


.311 


1.2407 


.373 


1.3373 


.435 


1.44589 


.497 


1.56481 


.312 


1.24216 


.374 


1.33896 


.436 


1.44773 


.498 


1.5668 


.313 


1.2436 


.375 


1.34063 


.437 


1.44957 


.499 


1.56879 


.314 


1.24506 


.376 


1.34229 


.438 


1.45142 


.5 


1 . 57079 


.315 


1.24654 


.377 


1.34396 


.439 


1.45327 






.316 


1.24801 


.378 


1.34563 


.44 


1.45512 






.317 


1.24946 


.379 


1.34731 


.441 


1.45697 









274 



& i=i BRIE1R HILL 1=1 [=1 



Tables of 

Weights and Measures 

Metric Tables 

Lineal Equivalents 

Foreign Money Tables, Etc. 



Eal Eal B F* I E, R HILL E=J Esl 

CONVERSION OF WEIGHTS AND MEASURES 

Lineal feet X .00019 =miles 

Lineal yards X .0006 = miles 

Square inches X .007 = square feet 

Square feet . X .111 = square yards 

Square yards X .0002067 = acres 

Acres X .4840 = square yards 

Cubic inches .- X .00058 = cubic feet 

Cubic feet X .03704 = cubic yards 

Circular inches X .00546 = square feet 

Cylindrical inches X .0004546 = cubic feet 

Cylindrical feet X .02909 = cubic yards 

Links X .22 = yards 

Links X .66 =feet 

Feet X 1.5 =links 

Width in chains X 8 . = acres per mile 

183.346 circular inches =1 square foot 

2,200 cylindrical inches =1 cubic foot 

Cubic feet X 7.48 =U. S. gallons 

Cubic inches ........ X .004329 =U. S. gallons 

Cylindrical feet X 5.874 =U. S. gallons 

Cylindrical inches ...... X .0034 =U. S. gallons 

U. S. gallons V . X .13367 = cubic feet 

U. S. gallons X 231. = cubic inches 

Cubic feet X .8036 =U. S. bushel 

Cubic inches X .000465 =U. S. bushel 

U. S. bushel X .0461 = cubic yards 

U. S. bushel X 1.2446 =cubicfeet 

U. S. bushel X2150.42 =cubic inches 

Cylindrical feet of water ... X 6. =U. S. gallons 

Pounds avoirdupois X .009 =cwt. (112) 

Pounds avoirdupois X .00045 = tons (2240) 

Cubic feet of water X 62.5 = pounds avoir. 

Cubic inches of water .... X .03617 = pounds avoir. 

Cylindrical feet of water ... X 49.1 = pounds avoir. 

Cylindrical inches of water . . X .02842 = pounds avoir. 

13.43 U. S. gallons of water =1 cwt. 

268 . 6 U. S. gallons of water =1 ton 

1 . 8 cubic feet of water =1 cwt. 

35 . 84 cubic feet of water =1 ton 

Column of water, 12 inches high, 1 inch diameter = . 341 pounds 



276 



CONVERSION OF WEIGHTS AND MEASURES— Con. 

RECTANGULAR BOX MEASURE 

A box 24 by 16 inches square and 28 inches deep will contain a 
barrel (five bushels shelled corn). 

A box 24 by 16 inches square, and 14 inches deep, will contain 
half a barrel. 

A box 16 by 16^4 inches square and 8 inches deep, will contain 
one bushel. 

A box 12 by 1134 inches square, and 8 inches deep, will contain 
half a bushel. 

A box 834 by 834 inches square, and 8 inches deep, will contain 
a peck. 

A box 834 by 834 inches square and 4 inches deep will contain 
one gallon. 

A box 834 by 434 inches square, and 4 inches deep, will contain 
half a gallon. 

A box 4 by 434 inches square, and 4 inches deep, will contain 
one quart. 

SHIPPING ADMEASUREMENT 

Register Ton. For register tonnage or for measurement of the 

entire internal capacity of a vessel : 
100 cubic feet = l register ton. This number is arbitrarily 

assumed to facilitate computation. 
Shipping Ton. For the measurement of cargo: 

( 1 U. S. shipping ton 
40 cubic feet= -j 31.16 Imp. bushels 
(32.143 U.S. bushels 
t 1 British shipping ton 
42 cubic feet= ■] 32.719 Imp. bushels 
( 33.75 U. S. bushels 



277 






csi g=i BRIE1R HILL d=d d=d 

METRIC SYSTEM OF WEIGHTS AND MEASURES 

In dealing with foreign countries, it is necessary to speak in 
terms which are thoroughly understood, as gallons, tons, or yards 
mean about as much to the foreign merchant as almude, catty 
and chih mean to the United States merchant. The metric system 
has been adopted in all continental European countries except 
Russia, where it is permissible; all South American countries, 
except British Guiana; Mexico; Central America; all the West 
Indies, except the British Colonies; Dutch East Indies; Egypt; 
and French, German, Spanish and Portuguese Africa. It is also 
permissible in Great Britain and her colonies, and was authorized 
by an act of Congress of the United States on July 28, 1866. 

The metric system is a decimal system, the meter being the 
basis of all measures, whether of length, surface, capacity, volume 
or weight. The meter measures 39 . 3696 inches and is theoretically 
one ten-millionth of the distance from the equator to the pole. 
Multiples of the units are expressed by the Greek prefixes: deca, 
hecto, and kilo, indicating respectively tens, hundreds, and thou- 
sands. Decimal parts of the units are indicated by the Latin pre- 
fixes: deci, centi, and miili, meaning respectively tenth, hundredth 
and thousandth. 



278 



& g=3 BRIER 



H I L^ L_ 1=1.1=1 



METRIC MEASURES 



Milligram . 
Centigram . 
Decigram . 
Gram . . . 
Decagram . 
Hectogram 
Kilogram 
Myriagram 
Quintal . . 
Millier or ton 



MEASURES OF 

( . 001 gram) 
( . 01 gram) 
( . 1 gram) 



(10 grams) 
(100 grams) 
(1,000 grams) 
(10,000 grams) 
(100 kilos) 
(1,000 kilos) 



WEIGHT. 

0.0154 grain 
0.1543 grain 

1 . 5432 grains 
. . 15.4324 grains 

. 3527 ounces avoir. 
3 . 5274 ounces avoir. 

2 . 2046 pounds avoir. 
22 . 0462 pounds avoir. 

220.4622 pounds avoir. 
2204 . 6223 pounds avoir. 



DRY MEASURES 



Milliliter . . . . (.001 liter) 

Centiliter .... (.01 liter) 

Deciliter .... (.1 liter) 

Liter 

Decaliter .... (10 liters) 

Hectoliter .... (100 liters) 

Kiloliter (1,000 liters) 



LIQUID MEASURES 



Milliliter . . . . (.001 liter ) 

Centiliter .... (.01 liter ) 

Deciliter .... (.1 liter ) 

Liter 

Decaliter .... (10 liters) 

Hectoliter .... (100 liters) 

Kiloliter (1,000 liters) 



. 061 cubic inch 

. 6103 cubic inch 

6 . 1027 cubic inches 
0.9081 quarts 
9 . 0808 quarts 
2 . 8377 bushels 

1 . 3079 cubic yards 

. 0338 fluid ounce 

. 3381 fluid ounce 
0.8452 gill 

1 . 0567 quarts 

2 . 6417 gallons 
26.4170 gallons 

264 . 1705 gallons 



MEASURES OF LENGTH 



Millimeter . 
Centimeter 
Decimeter . 
Meter . . . 
Decameter . 
Hectometer 
Kilometer . 
Kilometer . 
Myriameter 



(.001 meter ) 
(.01 meter ) 
( . 1 meter ) 



(10 meters) 
(100 meters) 
(1,000 meters) 
(1,000 meters) 
(10,000 meters) 



0. 



3 

39 

32 

328 

3280 





03937 

3937 

937 

37 

8083 

083 

83 

62137 

2137 



inch 

inch 

inches 

inches 

feet 

feet 

feet 

mile 

miles 



SURFACE MEASURES 

Centare (1 square meter ) 1,550 square inches 

Are (100 square meters) 119.6 square yards 

Hectare (10,000 sq. meters ) 2.471 acres 



279 



a 1=1 BR 


I 


El R 


HILL s s 


COMPARISON 


OF 


U. S. AND METRIC WEIGHTS 




AND MEASURES 


Millimeters ... 


X 


.0393'S 


' = inches 


Millimeters . 






-*- 


25.4 


= inches 


Centimeters 






X 


.3937 


= inches 


Centimeters 






-r- 


2.54 


= inches 


Meters . . . 






X 


39.37 


= inches (Act Congress) 


Meters . . . 






X 


3.281 


=feet 


Meters ... 






X 


1.094 


= yards 


Kilometers . 






X 


.621 


= miles 


Kilometers . 






-T- 


1.6093 


= miles 


Kilometers . 






X3280.87 


=feet 


Square millimeters 


X 


.0155 


= square inches 


Square millimeters 


-r- 


645.16 


= square inches 


Square centimeters 


X 


.155 


= square inches 


Square centimeters 


-T- 


6.451 


= square inches 


Square meters . . 


X 


10.764 


= square feet 


Square kilometers 


X 


247.1 


= acres 


Hectare .... 


X 


2.471 


= acres 


Cubic centimeters 


-T- 


16.383 


= cubic inches 


Cubic centimeters 


+ 


3.69 


= fluid drachms. (U. S. Phar.) 


Cubic centimeters 


-^ 


29.57 


= fluid ounces (U. S. Phar.) 


Cubic meters . . 


X 


35.315 


= cubic feet 


Cubic meters . . 


X 


1.308 


= cubic yards 


Cubic meters . . 


X 


264.2 


= gallons (231 cubic inches) 


Liters 


X 


61.022 


= cubic inches (Act Congress) 


Liters 


X 


33.84 


= fluid ounce (U. S. Phar.) 


Liters 


X 


.2642 


= gallons (231. cubic inches) 


Liters 


-T- 


3.78 


= gallons (231. cubic inches) 


Liters 


-7- 


28.316 


= cubic feet 


Hectoliters ... 


X 


3.531 


= cubic feet 


Hectoliters . . . 


X 


2.84 


= bushel (2150.42 cubic inches) 


Hectoliters . . . 


X 


.131 


= cubic yards 


Hectoliters . . . 


-7- 


26.42 


= gallons (231 cubic inches) 


Grammes .... 


X 


15.432 


= grains (Act Congress) 


Grammes .... 


+ 


981. 


— dynes 


Grammes (Water) 


-J- 


29.57 


= fluid ounces 


Grammes .... 


-7- 


28.35 


= ounces avoirdupois 


Grammes per cubi 








cent 


-7- 


27.7 


= pounds per cubic inch 


Joule 


X 


.7373 


= foot pounds 


Kilogrammes . . 


X 


2.2046 


= pounds 


Kilogrammes . . 


X 


35.3 


= ounces avoirdupois 



280 



urn t=n BRIER 



HI I_ L £=u 0=3 



COMPARISON OF U. S. AND METRIC WEIGHTS 
AND MEASURES— Continued 

Kilogrammes . . . ^907. 18581) ,„™ „ x 

or X.0011023lf = tons ( 20001bs -) 
Kilogrammes per sq. 

cent X 14.223 = pounds per square inch 

Kilogrammeters . X 7.233 = foot pounds 
Kilo per meter . . X .672 ■= pounds per foot 
Kilo per cubic meter X .026 = pounds per cubic foot 
Kilo per Cheval . . X 2.235 = pounds per H. P. 
Kilowatts .... X 1.34 = horse power 

Watts -r- .7373 =foot pounds per second 

Watts ...... 4-746. = horse power 

Calorie X 3.968 =B. T. U. 

Cheval vapeur . . X .9863 = horse power 
(Centigrade. . . . X 1 . 80) +32 = degree Fahrenheit 

Francs X .193 = dollars 

Gravity Paris =980.94 centimeters per second 



281 



H I L.L 



[=1 



COMPARISON OF U. S. AND FOREIGN MEASURES 

U. S. AND FOREIGN LINEAL MEASURES 

Note. — U. S. and British measures of length are commonly considered to be 
the same; but in fact, the British are shorter than the U. S. by about one part in 
17,230 or 3.677 inches in a mile. 

U. S. inch - .025401 meter 

U. S. foot = .30481 meter 

U. S. yard = . 914430 meter 

British inch = .0253995 meter 

British foot = . 304794 meter 

British yard = .914382 meter 

U. S. and British yard =36 inches 

French meter = 39 y s inches 

Spanish vara =32% inches 

French \ 

Belgian I metre 

Italian J 

Swedish foot 

Prussian -\ 

Norwegian I foot 

Austrian J 

Spanish vara • .• • 

Portuguese) 

„ „? \ vara 

Brazilian ) 

U. S. Inches 

U. S. and British Foot . . 12 . 

Amsterdam Foot 11.144 

Antwerp Fuss 11.275 

Austria Fuss 12.445 

Belgium Elle 39.371 

Brazil Cubit 25.98 

Bremen Fuss 11.38 

Brunswick Fuss or S chub 11.23 

China Chick (Commerce) . . . 14.1 



3.2809 U. S. feet 

. 974 U. S. feet 

1.029 U. S. feet 

2.738 U. S. feet 
3.934 U. S. feet 



Denmark 
Egypt . . 
Florence . 
Greece . 
India . . 
Japan . . 
Mexico . 
Norway . 
Persia . . 
Portugal 



Fod 12.357 

Derah 25.49 

Braccio 22.98 

Cubit 18. 

Cubit 18. 

Shaku 11.93 

Pie 11.28 

Fod 12.353 

Arish 38.27 

Foot . 13.33 

282 



[=iii=i B R'I'ER 



H I L_ L s @ 



COMPARISON OF U. S. AND FOREIGN MEASURES— 
Continued 

U. S. Inches 

Prussia Fuss 12.357 

Rome Pie (Commerce) .... 11.592 

Russia Foot 12.00 

Sardinia Oucia 1 . 686 

Sicily Palmo . 9 . 53 

Spain Pie 10.968 

Switzerland (B'e) Fuss 11.81 

Switzerland (Geneva) .... Fuss 23.028 

Turkey Pie (Great) 27.9 



U. S. AND FOREIGN ROAD MEASURES 



U. S. and England . . . Mile . . 

Austria Meile 

Brazil League . 

Denmark . Mul . . 

France Kilometer 

Ireland Mile . . 

Italy Mile . . 

Mexico Legua 

Norway Mile . . 

Persia Parasang 

Portugal League 

Prussia Mile . . 

Russia Verst . . 

Spain League . 

Sweden Mile . . 

Switzerland Meile 

Scotland Mile . . 



U. S. Yards 
1760 

8297 

6760 

8238 

1093.6 

2240 

2025 

4638 
12182 

6076 

6760 

8238 

1167 

7416 
11700 

8548 

1984 



Ratio 

1.00 

4.72 
3.84 
4.68 
0.62 
1.27 
1.15 
2.63 
6.92 
3.45 
3.84 
4.68 
0.66 
4.22 
6.65 
5.20 
1.12 



U. S. AND FOREIGN LAND MEASURES 

U. S. Square Yards Ratio 

U. S. and England . . . Acre 4840 1.00 

Austria Joch 6884 1.42 

France Are 119.6 0.025 

Portugal Yeira 6970 1.44 

Prussia Morgen (L) .... 3054 0.63 

Prussia Morgen (G) . . . . 6786 1.40 

Russia Deciatina 13067 2.70 

Spain Fanegada 7682 1.59 

Sweden Taunel'd 5872 1.13 

Switzerland Faux 7855 1.62 



283 



BRIER 



H ILL. 



LINEAL EQUIVALENTS 
Inches to Millimeters 



Fractions 

of 

Inch 


Decimal 
Feet 


Decimal 
Equivalent 
of Inch 


mm. 


Fractions 

of 

Inch 


«8 

pfe 


Decimal 
Equivalent 
of Inch 


mm. 


A 




.01562 


.397 


M=H+-h 




.51562 


13.10 


JT2 


.0026 


.03125 


.794 


\l:=V2+h 


.0443 


.53125 


13.49 


A 




.04687 


1.19 


35 9 1_ 

64 — 16 64 




.54687 


13.89 


lV 


.0052 


.0625 


1.587 


9 
16 


.0468 


.5625 


14.29 


$4 = T6 "T 64 




.07812 


1.984 


37 Li-i 

64 — 16 T 64 




.57812 


14.68 


3 

32 


.0078 


.09375 


2.381 


H-A+A 


.0495 


.59375 


15.08 


<£= H-A 




.10937 


2,778 I 


H-H-A 




. 60937 


15.48 


M 


.0104 


.125 


3.175 


Vs 


.0520 


.625 


15.87 


&=K+A 




. 14062 


3.572 


§i=^+A 




.64062 


16.27 


A 


.0130 


.15625 


3.969 


%&*=%+■& 


.0547 


.65625 


16.67 


64 = 3~2 T Tl 




.17187 


4.365 


a-»-A 




.67187 


17.06 


3 
16 


.0156 


.1875 


4.762 


a 


.0572 


.6875 


17.46 


A3.— _3_4_ l 
64 _ 16T 64 




.20312 


5.159 


tt-tt+A 




.70312 


17.86 


A 


.0182 


.21875 


5.556 


23_ 11 J_ -A- 

32 — 16T 32 


.0599 


.71875 


18.26 


M = M-A 




.23437 


5.953 


K=M-A 




.73437 


18.65 


H 


.0208 


.25 


6.35 


H 


.0625 


.75 


19.05 


tt-K+A 




.26562 


6.747 


tt=M+A 





.76562 


19.45 


A=M+A 


.0234 


.28125 


7.144 


M=M+A 


.0651 


.78125 


19.84 


19 5 1 

64 — 16 64 




.29687 


7.54 


Si- it- A 




.79687 


20.24 


A 


.0260 


.3125 


7.937 


it 


.0677 


.8125 


20.64 


U=A+A 




.32812 


8.334 


K-H+A 




.82812 


21.03 


3¥= tV+A 


.0286 


.34375 


8.731 


52 = 16 T 3~2 


.0703 


.84375 


21.43 


ff-H-A 




.35937 


9.128 


SS 7/ 1 

f4=/ / S— -84 




.85937 


21.83 


^ 


.0312 


.375 


9.525 


K 


.0729 


.875 


22.22 


If-H+A 




.39062 


9.922 


13-%+ A 




.89062 


22.62 


M=M+A 


.0339 


.40625 


10.32 


If-^+A 


.0755 


.90625 


23.02 


H=A-A 




.42187 


10.71 


H-tt-A 




.92187 


23.41 


lV 


.0364 


.4375 


11.11 


H 


.0781 


.9375 


23.81 


64 = 16+64 




.45312 


11.51 


tt-tt+A 




.95312 


24.21 


lf=A+A 


.0391 


.46875 


11.91 


§I=M+A 


.0807 


.96875 


24.61 


tt-«-* 




.48437 


12.30 


11 = 1 -A 




.98437 


25.00 


H 


.0416 


• 6 


12.7 


l 


.0833 




25.40 



284 



(si 1=1 BR 


IE 


R 


H I 


I_^ L sa 




LINEAL 


EQUIVALENTS— Continued 










Inches 


to Millimeters 








Ins. 


Feet 


mm. 


Ins. 


Feet 


mm. 


Ins. 


Feet 


mm. 


1 


.0833 


25.40 


X 


.3125 


95.25 


X 


.5416 


165.1 


ft 


.0885 


26.99 


T6 


.3177 


96.84 


ft 


.5468 


166.7 


Vs 


.0937 


28.57 


X 


.3229 


98.42 


X 


.5520 


168.3 


ft 


.0989 


30.16 


15 
16 


.3281 


100.01 


ft 


.5572 


169.9 


X 


.1041 


31.75 


4 


.3333 


101.6 


X 


.5625 


171.4 


ft 


.1093 


33.34 


ft 


.3385 


103.2 


» 


.5677 


173.0 


X 


.1145 


34.92 


X 


.3437 


104.8 


X 


,5729 


174.6 


T6 


.1197 


36.51 


16 


.3489 


106.4 


% 


.5781 


176.2 


H 


.125 


38.10 


X 


.3541 


107.9 


7 


.5833 


177.8 


ft 


.1302 


39.69 


ft 


.3593 


109.5 


ft 


.5885 


179.4 


H 


.1354 


41.27 


X 


.3645 


111.1 


X 


.5937 


181.0 


16 


.1406 


42.86 


ft 


.3697 


112.7 


ft 


.5989 


182.6 


« 


.1458 


44.45 


x 


.375 


114.3 


X 


.6041 


184.1 


ft 


.1510 


46.04 


ft 


.3802 


115.9 


ft 


.6093 


185.7 


% 


.1562 


47.62 


X 


.3854 


117.5 


X 


.6145 


187.3 


ft 


.1614 


49.21 


ft 


.3906 


119.1 


ft 


.6197 


188.9 


2 


.1666 


50.80 


X 


.3958 


120.6 


y 2 


.€25 


190.5 


. A 


.1718 


52.39 


13 
16 


.4010 


122.2 


ft 


.6302 


192.1 


H 


.1770 


53.97 


X 


.4062 


123.8 


x • 


.6354 


193.7 


ft 


.1822 


55.56 


15. 
16 


.4114 


125.4 


ft 


.6406 


195.3 


J€ 


.1875 


57.15 


5 


.4166 


127.0 


X 


.6458 


196.8 


ft 


.1927 


58.74 


ft 


.4218 


128.6 


a 


.6510 


198.4 


H 


.1979 


60.32 


X 


.4270 


130.2 


X 


.6562 


200.0 


ft 


.2031 


61.91 


ft 


.4322 


131.7 


it 


.6614 


201.6 


H 


.2083 


63.50 


X 


.4375 


133.3 


8 


.6666 


203.2 


9 
16 


.2135 


65.07 


ft 


.4427 


134.9 


ft 


.6718 


204.8 


** 


.2187 


66.67 


X 


.4479 


136.5 


X 


.6770 


206.4 


ft 


.2239 


68.26 


ft 


.4531 


138.1 


ft 


.6822 


208.0 


X 


.2291 


69.85 


X 


.4583 


139.7 


X 


.6875 


209.5 


13 
16 


.2343 


71.44 


ft 


.4635 


141.3 


ft 


.6927 


211.1 


K 


.2395 


73.02 


X 


.4687 


142.9 


X 


.6979 


212.7 


H 


.2447 


74.61 


a 


.4739 


144.5 


ft 


.7031 


214.3 


3 


.25 


76.20 


X 


.4791 


146.0 


X 


.7083 


215.9 


ft 


.2552 


77.77 


13 
16 


.4843 


147.6 


9 
16 


.7135 


217.5 


Vs 


.2604 


79.37 


X 


.4895 


149.2 


X 


.7187 


219.1 


ft 


.2656 


80.96 


ft 


.4947 


150.8 


ft 


.7239 


220.7 


X 


.2708 


82.55 


6 


.5 


152.4 


X 


.7291 


222.2 


ft 


.2760 


84.14 


ft 


.5052 


154.0 


ft 


.7343 


223.8 


H 


.2812 


85.72 


X 


.5104 


155.6 


X 


.7395 


225.4 


ft 


.2864 


87.31 


ft 


.5156 


157.2 


ft 


.7447 


227.0 


x 


.2916 


88.90 


X 


.5208 


158.7 


9 


.75 


228.6 


ft 


.2968 


90.47 


ft 


.5260 


160.3 


ft 


.7552 


230.2 


m 


.3021 


92.07 


X 


.5312 


161.9 


X 


.7604 


231.8 


h 


.3072 


93.66 


ft 


.5364 


163.5 


ft 


.7656 


233.4 


, 



285 



BRIER 



HILL s s 



LINEAL EQUIVALENTS— Continued 

Inches to Millimeters 



Ins. 


Feet 


mm. 


Ins. 


Feet 


mm. 


Ins. 


Feet 

i 


mm. 


H \ 


.7708 


234.9 


12 


1.000 


304.8 


56 


4.666 


1422 


16 


.7760 


236.5 


13 


1.083 


330.2 


57 


4.75 


1448 


H 


.7812 


238.1 


14 


1.166 


355.6 


58 


4.833 


1473 


16 


.7864 


239.7 


15 


1.25 


381.0 


59 


4.917 


1498 


Yt. 


.7916 


241.3 


16 


1.333 


406.4 


60 


5.000 


1524 


& 


.7968 


242.9 


17 


1.417 


431.8 


61 


5.083 


1549 


5 A 


.8020 


244.5 


18 


1.5 


457.2 


62 


5.166 


1575 


T6 


.8072 


246.1 


19 


1.583 


482.6 


63 


5.25 


1600 


M 


.8125 


247.6 


20 


1.666 


508.0 


64 


5.333 


1625 


U 


.8177 


249.2 


21 


1.75 


533.4 


65 


5.417 


1651 


Vs 


.8229 


250.8 


22 


1.833 


558.8 


66 


5.5 


1676 


a 


.8281 


252.4 


23 


1.917 


584.2 


67 


5.583 


1702 


10 


.8333 


254.0 


24 


2.000 


609.6 


68 


5.666 


1727 


a. 

16 


.8385 


255.6 


25 


2.083 


635.0 


69 


5.75 


1752 


H 


.8437 


257.2 


26 


2.167 


660.4 


70 


5.833 


1778 


A 


.8489 


258.7 


27 


2.25 


685.8 


71 


5.917 


1803 


M 


.8541 


260.3 


28 


2.333 


711.2 


72 


6.000 


1829 


A 


.8593 


261.9 


29 


2.417 


736.6 


73 


6.083 


1854 


% 


.8645 


263.5 


30 


2.5 


762.0 


74 


6.167 


1879 


\6 


.8697 


265.1 


31 


2.583 


787.4 


75 


6.25 


1905 


H 


.875 


266.7 


32 


2.666 


812.9 


76 


6.333 


1930 


9 
16 


.8802 


268.3 


33 


2.75 


838.2 


77 


6.417 


1955 


Vs 


.8854 


269.9 


34 


2.833 


863.6 


78 


6.5 


1981 


% 


.8906 


271.5 


35 


2.917 


889.0 


79 


6.583 


2006 


H 


.8958 


273.0 


36 


3.000 


914.4 


80 


6.667 


2033 


H 


.9010 


274.6 


37 


3.083 


939.8 


81 


6.75 


2058 


K 


.9062 


276.2 


38 


3.166 


965.3 


82 


6.833 


2083 


1 5 
16 


.9114 


277.8 


39 


3.25 


990.6 


83 


6.917 


2108 


11 


.9166 


279.4 


40 


3.333 


1016 


84 


7.000 


2133 


A 


.9218 


281.0 


41 


3.417 


1041 


85 


7.083 


2159 


H 


.9270 


282.6 


42 


3.5 


1067 


86 


7.167 


2184 


_3_ 

16 


.9322 


284.2 


43 


3.583 


1092 


87 


7.25 


2210 


X 


.9375 


285.7 


44 


3.666 


1117 


88 


7.333 


2235 


A 


.9427 


287.3 


45 


3.75 


1143 


89 


7.417 


2260 


H 


.9479 


288.9 


46 


3.833 


1168 


90 


7.5 


2286 


A 


.9531 


290.5 


47 


3.917 


1194 


91 


7.583 


2311 


H> 


.9583 


292.1 


48 


4.000 


1219 


92 


7.667 


2337 


9 
16 


.9635 


293.7 


49 


4.083 


1244 


93 


7.75 


2362 


Vs 


.9687 


295.3 


50 


4.167 


1270 


94 


7.833 


2387 


ft 


.9739 


296.9 


51 


4.25 


1295 


95 


7.917 


2413 


« 


.9791 


298.4 


52 


4.333 


1321 


96 


8.000 


2438 


13 
16 


.9843 


300.0 


53 


4.416 


1346 


97 


8.083 


2464 


K 


.9895 


301.6 


54 


4.5 


1371 


98 


8.167 


2489 


if 


.9947 


303.2 


55 

... 


4.583 


1397 
..... 


99 
100 


8.25 
8.333 


2514 
2540 





















286 



s s B R I E, R 



HILL isi a 



LINEAL EQUIVALENTS— Continued 

Millimeters to Inches 



mm. 



Ins. 



1.0 = 

1.1 = 

1.2 = 
1.25 = 

1.3 = 



0394 
0433 
0472 
0492 
0512 



1.4 =.0551 

1.5 =.0591 

1.6 =.0630 

1.7 =.0669 
1.75=. 0689 

1.8 =.0709 



1.9 

2. 

2.1 

2.2 



= .0748 
= .0787 
= .0727 
= .0866 



2. 25=. 0886 

2.3 =.0906 

2.4 =.0945 

2.5 =.0984 

2.6 =.1024 

2.7 =.1063 
2. 75=. 1083 

2.8 =.1102 

2.9 =.1142 

3. =.1181 

3.1 =.1220 

3.2 =.1260 
3. 25=. 1280 

3.3 =.1299 

3.4 =.1339 

3.5 =.1378 

3.6 =.1417 

3.7 =.1457 
3. 75=. 1476 

3.8 =.1496 

3.9 =.1535 

4. =.1575 

4.1 =.1614 

4.2 =.1654 
4. 25=. 1673 

4.3 =.1693 

4.4 =.1732 

4.5 =.1772 



mm. 



Ins. 



4.6 =. 

4.7 =. 
4.75=, 

4.8 =, 

4.9 = 

5. = 

5.1 = 

5.2 = 
5.25 = 

5.3 = 

5.4 = 

5.5 = 

5.6 = 

5.7 = 
5.75 = 

5.8 = 

5.9 = 

6. = 

6.1 = 

6.2 = 

6.25 = 

6.3 = 

6.4 = 

6.5 = 

6.6 = 

6.7 = 
6.75 = 



7.1 = 

7.2 = 
7.25 = 

7.3 = 

7.4 = 

7.5 = 

7.6 = 

7.7 = 
7.75 = 

7.8 = 

7.9 = 
8. = 
8.1 = 



1811 
1850 
,1870 
1890 
,1929 

.1969 
.2008 
.2047 
,2067 
.2087 

.2126 
,2165 
.2205 
.2244 
,2264 

,2283 
.2323 
.2362 
.2402 
.2441 

.2461 
.2480 
.2520 
.2559 
.2598 

.2638 
.2657 
.2677 
.2717 
.2756 

.2795 
.2835 
.2854 
.2874 
.2913 

.2953 
.2992 
.3031 
.3051 
.3071 

.3110 
.3150 
,3189 



Ins. 



8.2 = 
8.25 = 

8.3 = 

8.4 = 

8.5 = 

8.6 = 

8.7 = 
8.75 = 

8.8 = 

8.9 = 



.3228 
.3248 
.3268 
.3307 
.3346 

.3386 
.3425 
.3445 
.3465 
.3504 



9.0 =.3543 

9.1 =.3583 

9.2 =.3622 
9. 25=. 3642 

9.3 =.3661 

9.4 =.3701 

9.5 =.3740 

9.6 =.3780 

9.7 =.3819 
9. 75=. 3839 

9.8 =.3858 

9.9 =.3898 
10.0 =.3937 
10. 25=. 4035 
10.5 =.4134 



10.75= 
11.0 = 
11.25= 
11.5 = 
11.75= 

12.0 = 
12.25= 
12.5 = 
12.75= 
13.0 : 

13.25= 
13.5 = 
13.75= 
14.0 = 
14.25= 

14.5 = 
14.75= 
15.0 = 



.4232 
.4331 
.4429 
.4528 
.4626 

.4724 
.4823 
.4921 
.5020 
.5118 

.5217 
.5315 
.5413 
.5512 
.5610 

.5709 
.5807 
.5906 



mm. 



Ins. 



15.25= 
15.5 = 
15.75= 
16.0 = 
16.25= 

16.5 = 
16.75= 
17.0 : 
17.25= 
17.5 = 



.6004 
.6102 
.6201 
.6299 



6496 
6594 
.6693 
.6791 
.6890 



17.75= .6988 

18.0 = .7087 

18.25= .7185 

18.5 = .7283 

18.75= .7382 

19.0 = .7480 

19.25= .7579 

19.5 = .7677 

19.75= .7775 

20.0 = .7874 



Ins. 



20.25 = 


.7972 


20.5 = 


.8071 


20.75 = 


.8169 


21.0 = 


.8268 


21.25 = 


.8366 


21.5 = 


.8465 


21.75 = 


.8563 


22.0 = 


.8661 


22.25 = 


.8760 


22.5 = 


.8858 


22.75 = 


.8957 


23.0 = 


.9055 


23.25 = 


.9154 


23.5 = 


.9252 



24.0 = .9449 

24.25= .9547 

24.5 = .9646 

24.75= .9744 

25.0 = . 9843 i 

25.25= .9941 
25.5 =1.004 
25.75 = 1.014 



26.0 =1.024 
26.25 = 1.033 
26.5 =1.043 
26.75 = 1.053 
27.0 =1.063 

27.25 = 1.073 
27.5 =1.083 
27.75 = 1.093 
28.0 =1.102 
28.25 = 1.112 

28.5 =1.122 
28.75 = 1.132 
29.0 =1.142 
29.25 = 1.152 
29.5 =1.161 

29.75=1.171 
30.0 =1.181 
30.25 = 1.191 
30.5 =1.200 
30.75 = 1.210 

31.0 =1.220 
31.25 = 1.230 
31.5 =1.240 
31.75 = 1.250 
32.0 =1.259 

32.25 = 1.269 
32.5 =1.279 
32.75 = 1.289 
33.0 =1.299 
33.25 = 1.309 

33.5 =1.319 
33.75 = 1.328 
34.0 =1.338 
34.25 = 1.348 
34.5 =1.358 

34.75 = 1.368 
35.0 =1.378 
35.25 = 1.387 
35.5 =1.397 
35.75 = 1.407 

36.0 =1.417 
36.25 = 1.427 
36.5 =1.437 



287 



[=3 e=i B R I El R 



HILL leg Esl 



LINEAL EQUIVALENTS— Continued 

Millimeters to Inches 



mm. Ins. 


mm. Ins. 


mm. Ins. 


mm. Ins. 


| mm. Ins. 


36.75 = 1.446 


47.5 =1.870 


83 = 3.268 


126 = 4.961 


169 = 6.654 


37.0 =1.456 


47.75 = 1.880 


84 = 3.307 


127 = 5.000 


170 = 6.693 


37.25 = 1.466 


48.0 =1.889 


85 = 3.346 


128 = 5.039 


171 = 6.732 


37.5 =1.476 


48.25 = 1.899 


86 = 3.386 


129 = 5.079 


172 = 6.772 


37.75 = 1.486 


48.5 =1.909 


87 = 3.425 


130 = 5.118 


173 = 6.811 



38.0 =1.496 
38.25 = 1.506 
38.5 =1.515 
38.75 = 1.525 
39.0 =1.535 

39.25 = 1.545 
39.5 =1.555 
39.75 = 1.565 
40.0 =1.575 

40.25 = 1.584 I 



45.5 =1.791 
45.75 = 1.801 
46.0 =1.811 
46.25 = 1.820 
46.5 =1.830 



48.75 = 1.919 
49.0 =1.929 
49.25 = 1.939 
49.5 =1.948 
49.75 = 1.958 



40.5 =1.594 I 55 

40.75=1.604 56 

41.0 =1.614 57 

41.25 = 1.624 ! 58 

41.5 =1.633 59 

41.75 = 1.643 60 

42.0 =1.653 61 

42.25 = 1.663 62 

42.5 =1.673 63 

42.75 = 1.683 j 64 

43.0 =1.693 j 65 

43.25 = 1.702 66 

43.5 =1.712 I 67 

43.75 = 1.722 \ 68 

44.0 =1.732 j 69 

44.25 = 1.742 70 

44.5 =1.752 j 71 

44.75 = 1.761 j 72 

45.0 =1.771 73 

45.25 = 1.781 74 



46.75 = 1.840 80 
47.0 =1.850 81 
47.25 = 1.860 82 



=1.968 
=2.008 
=2.047 
=2.087 
=2.126 

=2.165 
=2.205 
:2.244 
=2.283 
=2.323 

=2.362 
=2.402 
=2.441 
=2.480 
=2.520 

=2.559 
=2.598 
=2.638 
=2.677 
=2.717 

=2.756 
=2.795 
=2.835 
=2.874 
=2.913 

=2.953 
=2.992 
=3.031 

=3.071 
=3.110 

=3.150 
=3.189 
=3.228 



88 = 3.465 

89 = 3.504 

90 = 3.543 

91 = 3.583 

92 = 3.622 

93 = 3.661 

94 = 3.701 

95 = 3.740 

96 = 3.780 

97 = 3.819 

98 = 3.858 

99 = 3.898 

100 = 3.937 

101 = 3.976 

102 = 4.016 

103 = 4.055 

104 = 4.094 

105 = 4.134 

106 = 4.173 

107 = 4.213 

108 = 4.252 

109 = 4.291 

110 = 4.331 

111 = 4.370 

112 = 4.409 

113 = 4.449 

114 = 4.488 

115 = 4.528 

116 = 4.567 

117 = 4.606 

118 = 4.646 

119 = 4.685 

120 = 4.724 

121 = 4.764 

122 = 4.803 

123 = 4.843 

124 = 4.882 

125 = 4.921 



131 = 5.157 

132 = 5.197 

133 = 5.236 

134 = 5.276 

135 = 5.315 

136 = 5.354 

137 = 5.394 

138 = 5.433 

139 = 5.472 

140 = 5.512 

141 = 5.551 

142 = 5.591 

143 = 5.63 

144 = 5.669 

145 = 5.709 

146 = 5.748 

147 = 5.787 
148=5.827 
149 = 5.866 
150=5.906 

151 = 5.945 

152 = 5.984 

153 = 6.024 

154 = 6.063 

155 = 6.102 

156 = 6.142 

157 = 6.181 

158 = 6.220 

159 = 6.260 

160 = 6.299 



174 = 6.850 

175 = 6.890 

176 = 6.929 

177 = 6.968 

178 = 7.008 

179 = 7.047 

180 = 7.087 

181 = 7.126 

182 = 7.165 

183 = 7.205 

184 = 7.244 

185 = 7.283 

186 = 7.323 

187 = 7.362 

188 = 7.402 

189=7.441 

190 = 7.480 

191 = 7.520 

192 = 7.559 

193 = 7.598 

194 = 7.638 

195 = 7.677 

196 = 7.717 

197 = 7.756 

198 = 7 795 

199 = 7.835 

200 = 7.874 

201 = 7.913 

202 = 7.953 

203 = 7.992 



161 = 6.339 204 = 8.031 

162 = 6.378 205 = 8.071 

163 = 6.417 206 = 8.110 

164 = 6.457 207 = 8.150 

165 = 6.496 208 = 8.189 

166 = 6.535 209 = 8.228 

167 = 6.575 210 = 8.268 

168 = 6.614 ; 211 = 8.307 



& i==i B R I E, K HILL g=eD g=d 


LINEAL EQUIVALENTS 


— Continued 




Millimeters to Inches 




mm. Ins. 


i 

mm. Ins. 


mm. Ins. 


mm. Ins. 


mm. Ins. 


212 = 8.346 


255 = 10.04 


298 = 11.73 


341 = 13.43 


384=15.12 


213 = 8.386 


256 = 10.08 


299 = 11.77 


342 = 13.46 


385 = 15.16 


214 = 8.425 


257 = 10.12 


300 = 11.81 


343 = 13.50 


386 = 15.20 


215 = 8.465 


258 = 10.16 


301 = 11.85 


344 = 13.54 


387 = 15.24 


216 = 8.504 


259 = 10.20 


302 = 11.89 


i 345 = 13.58 


388 = 15.28 


217 = 8.543 


260=10.24 


303 = 11.93 


346 = 13.62 


389 = 15.31 


218 = 8.583 


261 = 10.28 


304 = 11.97 


347 = 13.66 


390 = 15.35 


219 = 8.622 


262 = 10.31 


305 = 12.01 


348 = 12.70 ! 


391 = 15.39 


220 = 8.661 


263 = 10.35 


306 = 12.05 


349 = 13.74 


392 = 15.43 


221 = 8.701 


264 = 10.39 


307 = 12.09 


350 = 13.78 


393 = 15.47 


222 = 8.740 


! 265 = 10.43 


308 = 12.13 


351 = 13.82 


394 = 15.51 


223 = 8.780 


266=10.47 


309 = 12.17 


352 = 13.86 


395 = 15.55 


224 = 8.819 


267 = 10.51 


310 = 12.20 


353 = 13.90 


396 = 15.59 


225 = 8.858 


268=10.55 


311 = 12.24 


354=13.94 


397 = 15.63 


226 = 8.898 


269 = 10.59 


312 = 12.28 


355 = 13.98 


398 = 15.67 


227 = 8.937 


270 = 10.63 


313 = 12.32 


356 = 14.02 


399 = 15.71 


228 = 8.976 


271 = 10.67 


314 = 12.36 


357 = 14.06 


400 = 15.75 


229 = 9.016 


272 = 10.71 


315 = 12.40 


358 = 14.09 


401 = 15.79 


230 = 9.055 


273 = 10.75 


316 = 12.44 


359 = 14.13 


402 = 15.83 


231 = 9.094 


274 = 10.79 


317 = 12.48 


360 = 14.17 | 


403 = 15.87 


232 = 9.134 


275 = 10.83 


318 = 12.52 


361 = 14.21 


404 = 15.91 


233 = 9.173 


276=10.87 


319 = 12.56 


362 = 14.25 


405 = 15.94 


234 = 9.213 


277=10.91 


320 = 12.60 


363 = 14.29 


406 = 15.98 


235 = 9.252 


278 = 10.94 


321 = 12.64 


364 = 14.33 


407 = 16.02 


236 = 9.291 


279 = 10.98 


322 = 12.68 


365 = 14.37 


408 = 16.06 


237 = 9.331 


280 = 11.02 


323 = 12.72 


366=14.41 


409 = 16.10 


238 = 9.370 


281 = 11.06 


324 = 12.76 


367 = 14.45 


410 = 16.14 


239 = 9.409 


282 = 11.10 


325 = 12.80 


368 = 14.49 


411 = 16.18 


240 = 9.449 


283 = 11.14 


! 326 = 12.83 


369 = 14.53 


412 = 16.22 


241 = 9.488 


284 = 11.18 


327 = 12.87 


370 = 14.57 


413 = 16.26 


242 = 9.528 


285 = 11.22 


328 = 12.91 


371 = 14.61 


414 = 16.30 


243 = 9.567 


286 = 11.26 


329 = 12.95 


372 = 14.65 


415 = 16.34 


244 = 9.606 


287 = 11.30 


330 = 12.99 


373 = 14.69 


416=16.38 


245 = 9.646 


288 = 11.34 


331 = 13.03 


374 = 14.72 


417 = 16.42 


246 = 9.685 


289 = 11.38 


332 = 13.07 


375 = 14.76 


418 = 16.46 


247 = 9.724 


290 = 11.42 


333 = 13.11 


376 = 14.80 


419 = 16.50 


248 = 9.764 


291 = 11.46 


334 = 13.15 


377 = 14.84 


420 = 16.54 


249 = 9.803 


292 = 11.50 


335 = 13.19 


378 = 14.88 


421 = 16.57 


250 = 9.843 


293 = 11.54 


336 = 13.23 


379 = 14.92 


422 = 16.61 


251 = 9.882 


294 = 11.57 


337 = 13.27 


380 = 14.96 


423 = 16.65 


252 = 9.921 


295 = 11.61 


338 = 13.31 


381 = 15.00 


424=16.69 


253 = 9.961 


296 = 11.65 


339=13 35 


382 = 15.04 


425 = 16.73 


254 = 10.0 


297 = 11.69 


340 = 13.39 


383 = 15.08 


426=16.77 





[=] [= 



HILL as 



LINEAL EQUIVALENTS— Concluded 

Millimeters to Inches 



Ins. 



mm. 



Ins. 



427=16.81 
428=16.85 
429=16.89 
430=16.93 

431 = 16.97 

432 = 17.01 

433 = 17.05 

434 = 17.09 

435 = 17.13 
436=17.17 

437=17.20 

438 = 17.24 

439 = 17.28 

440 = 17.32 

441 = 17.36 

442 = 17.40 

443 = 17.44 

444 = 17.48 

445 = 17.52 

446 = 17.56 

447 = 17.60 

448 = 17.64 

449 = 17.68 
450=17.72 
451 = 17.76 



452 = 17.80 

453 = 17.83 

454 = 17.87 

455 = 17.91 

456 = 17.95 

457 = 17.99 
458=18.03 

459 = 18.07 

460 = 18.11 

461 = 18.15 

462 = 18.19 

463 = 18.23 

464 = 18.27 

465 = 18.31 

466 = 18.35 

467=18.39 

468 = 18.43 

469 = 18.46 

470 = 18.50 

471 = 18.54 

472 = 18.58 

473 = 18.62 

474 = 18.66 

475 = 18.70 

476 = 18.74 



mm. 



477 = 18.78 

478 = 18.82 

479 = 18.86 

480 = 18.90 

481 = 18.94 

482 = 18.98 

483 = 19.02 

484 = 19.06 

485 = 19.09 

486 = 19.13 

487=19.17 

488 = 19.21 

489 = 19.25 

490 = 19.29 

491 = 19.33 

492 = 19.37 

493 = 19.41 

494 = 19.45 

495 = 19.49 

496 = 19.53 

497 = 19.57 

498 = 19.61 

499 = 19.65 

500 = 19.69 

510 = 20.08 



mm. 



Ins. 



520 = 20.47 
530 = 20.87 
540 = 21.26 
550 = 21.65 
560 = 22.05 

570 = 22.44 
580 = 22.83 
590 = 23.23 
600 = 23.62 
610 = 24.02 

620 = 24.41 
630 = 24.80 
640 = 25.20 
650 = 25.59 
660 = 25.98 

670 = 26.38 
680 = 26.77 
690 = 27.17 
700 = 27.56 
710 = 27.95 

720 = 28.35 
730 = 28.74 
740 = 29.13 
750 = 29.53 
760 = 29.92 



Ins. 



770 = 30.31 
780 = 30.71 
790 = 31.10 
800 = 31.50 
810 = 31.89 

820 = 32.28 
830 = 32.68 
840 = 33.07 
850 = 33.46 
860 = 33.86 

870 = 34.25 
880 = 34.65 
890 = 35.04 
900 = 35.43 
910 = 35.83 

920 = 36.22 
930 = 36.61 
940 = 37.01 
950 = 37.40 
960 = 37.80 

970 = 38.19 

980 = 38.58 

990 = 38.98 

1000 = 39.37 



290 



[si 



F^ T=? T T^ 1=? 



T— T T T 



U. S. AND FOREIGN MISCELLANEOUS WEIGHTS 
AND MEASURES 



WEIGHTS 
Name 

Austria Pfund . 

Bremen Pfund , 

Buenos Ayres Libra 

China Catty 

Cuba . Libra 

Denmark Pund 



U. S. Lbs. 
Av. 
= 1.235 
= 1.099 
= 1.0127 
= 1.3333 
= 1.0119 
= 1.1025 



England Pound =1. 

France Kilo 

Hamburg Pfund 

Japan Monme . 

Mexico Libra 

Norway and Sweden Skalpund 

Papal States Libbra 

Portugal Libra 

Russia Fuat 

Turkey Oke 



=2.2046 
= 1.0683 
= 3.858 
= 1.0119 
= .937 
= .7475 
= 1.0119 
= 1.097 
= 2.834 



LIQUID MEASURES 
Name 

Austria Eimer . . 

Bremen Stubchen . 

Buenos Ayers Frasco . . 

Cuba Arroba . . 

Denmark Pott . . . 

England Imp. Gall. 

France Litre . . . 

Hamburg Ohm . . . 

Japan Masa . . 

Mexico Frasco . . 

Norway and Sweden Kamea . . 

Papal States Barile (w'e) 

Portugal Almude 

Russia Vedro . . 



U. S. Gals 
= 14.95 
= .851 
= .627 
= 4.1 
= .255 
= 1.2003 
= .2642 
= 38.278 
= .459 
= .4 
= .662 
= 15.412 
= 4.422 
= 3.249 



DRY MEASURES 
Name 

Austria Nutze . . . 

Bremen Scheffel . . 

Buenos Ayers Fanega . . 

China Sei . . . . 

Cuba Fanega . . 

Denmark Fonda . . . 

England Imp. Bushel 

France Hectolitre . 

Hamburg Fass . . . 

Mexico Fanega . . 

Papal States Rubblio . . 

Portugal Alqueire . . 

Russia Chetviert . 

Turkey Kilo . . . 



U.S. 



Bush. 
1.745 
2.103 
3.894 
3.472 
3.124 
3.948 
1.0315 
2.838 
1.56 
1.547 
.836 
.393 
5.956 
1.001 



291 






I LL 1=1 i=i 



GENERAL MATHEMATICAL RULES 

To find the circumference of a circle: 

Multiply the diameter by 3.1416, or the square of the diameter 

by .7854, or divide the diameter by 0.3183. 
To find the diameter of a circle: 

Multiply the circumference by 0.3183, or divide the circum- 
ference by 3.1416. 
To find the radius of a circle: 

Multiply circumference by 0.15915 or divide circumference by 

6.28318. 
To find the area of a circle: 

Multiply the circumference by one-fourth of the diameter; or 

multiply the square of the diameter by 0.7854; or multiply the 

square of the circumference by .07958; or multiply the square 

of one-half of the diameter by 3.1416. 
To find the area of a sector of a circle: 

Multiply the length of the arc by one-half of the radius. 
To find the area of a circular ring: 

Multiply the sum of the diameters of the two circles by their 

difference and that product by .7854. 
To find the side of an inscribed square: 

Multiply the diameter by 0.7071; or multiply the circumference 

by 0.2251; or divide the circumference by 4.4428. 
To find the side of an equal square: 

Multiply the diameter by 0.8862; or divide the diameter by 

1.1284; or multiply the circumference by 0.2821; or divide the 

circumference by 3.545. 
To find the diameter of a circle that shall contain the area of a 
given square: 

Multiply the side of given square by 1.1284. 
To find the area of an ellipse: 

Multiply the product of the two diameters by .7854. 
To find the surface of a sphere or globe: 

Multiply the diameter by the circumference; or multiply the 

square of the diameter by 3.1416; or multiply four times the 

square of the radius by 3.1416. 
To find the contents of a sphere: 

Multiply the cube of the diameter by .5236. 
To find the convex surface of a segment of a sphere: 

Multiply the height of the segment by the circumference of the 

sphere of which it is a part: 

292 



GENERAL MATHEMATICAL RULES— Continued 

To find the contents of a segment of a sphere: 

Multiply the square of the height plus three times the square of 

the radius of the base by the product of the height and .5236. 
To find the contents of a cylinder or prism: 

Multiply the area of an end by the length. 
To find the surface of a pyramid or a cone: 

Multiply the circumference of the base by Yi the slant height 

plus the area of the base. 
To find the contents of a pyramid or a cone: 

Multiply the area of the base by Yi the altitude. 
To find the surface of a frustrum of a cone or pyramid: 

Multiply the sum of the circumference at both ends by Yi the 

slant height plus the area of both ends. 
To find the contents of a frustrum of a cone or pyramid: 

Multiply the areas of the two ends together and extract the 

square root. Add to this root the two areas and multiply by 

Yz of the altitude. 
To find the area of a triangle: 

Multiply the base by Yi the altitude 
To find the area of a parallelogram: 

Multiply the base by the altitude. 
To find the area of a trapezoid: 

Multiply the altitude by Yl 
To find the area of a trapezium: 

Divide into two triangles and find the area of triangles. 
To find the area of a parabola: 

Multiply the base by % the altitude. 
To find the area of a regular polygon. 

Multiply the sum of its sides by one-half the perpendicular from 

its center to one of its sides. 
To find the contents of a wedge: 

Multiply the area of the base by Y2 the altitude. 



293 



[=1.1=1 



MONEY TABLES 

UNITED STATES COINS 

(The Standard of the United States is the Dollar) 

Double Eagle— $20, gold 516 

Eagle— $10, gold 258 

Half Eagle— $5, gold 129 

Quarter Eagle— $2}4 gold 64.5 

Three Dollars— gold 77.4 

One Dollar— gold 25.8 

One Dollar — silver 412 . 5 

Half Dollar— silver 192.9 

Quarter Dollar — silver 96.45 

Dime — silver 38.58 

Five Cents — copper-nickel 77.16 

One Cent — bronze 48 

U. S. gold and silver coins are 9-10 fine. 

All gold coins of the United States are worth their face v 
pure gold. The alloy is never reckoned. 



Weight 

grains 
grains 
grains 
grains 
grains 
grains 
grains 
grains 
grains 
grains 
grains 
grains 

alue in 



FOREIGN MONEYS 

English 

4 Farthings 1 Penny (d) 

12 Pence 1 Shilling (s) 

20 Shillings 1 Pound (£) 

21 Shillings 1 Guinea 

5 Shillings 1 Crown 

French 
100 Centimes 1 Franc 

German 
100 Pfennig 1 Mark 

Russian 
100 Copecks 1 Ruble 

Austro-Hungarian 
100 Heller 1 Krone 



294 



us! 1=1 BR 


I L R 


HILL 


1=1 isl 


VALUE OF FOREIGN COINS IN UNITED 


STATES 




MONEY 




Proclaimed by the Secretary of the Treasury October 1, 1913. 






Monetary 


Value in U. S. 


Country- 


Standard 


Unit 


Gold Dollar 


Argentina .... 


. . Gold 


Peso 


. $0.9647 


Austria-Hungary . 


. . Gold 


Crown .... 


.203 


Belgium 


. . Gold 


Franc 


.193 


Bolivia 


. . Gold 


Boliviano . . . 


.389 


Brazil 


. . Gold 


Milreis .... 


.546 


British Colonies in 


Aus- 






tralia and Africa 


. . Gold 


Pound Sterling . 


. 4.8665 


Canada 


. . Gold 


Dollar 


. 1.00 


Central American States: 






British Honduras 


. . Gold 


Dollar 


. 1.00 


Costa Rica 


. . Gold 


Colon 


. .465 


Guatemala . . 


. . Silver 


Peso 


.435 


Honduras . . . 


. : Silver 


Peso 


.435 


Nicaragua . . . 


. . Silver 


Peso 


.435 


Salvador . . . 


. . . Silver 


Peso 


.435 


Chile 


. . Gold 


Peso 


.365 






( Shanghai 


.651 


China 


. . . Silver 


Tael -j Haikwan 


.726 






(_ Canton . 


.711 


Colombia .... 


. . . Gold 


Dollar 


. 1.00 


Denmark .... 


. . Gold 


Crown .... 


.268 


Ecuador 


. . Gold 


Sucre 


.487 


Egypt 


. . . Gold 


Pound (100 piasters) 4 . 943 


Finland 


. . Gold 


Mark 


.193 


France 


. . . Gold 


Franc 


.193 


Germany .... 


. . . Gold 


Mark 


.238 


Great Britain . . 


. . . Gold 


Pound Sterling . 


. 4.8665 


Greece 


. . . Gold 


Dracham . . . 


.193 


Hayti 


. . . Gold 


Gourde .... 


.965 


India 


. . . Gold 


Rupee 


.32443^ 


Italy 


. . . Gold 


Lira ..... 


.193 


Japan 


. . . Gold 


Yen 


.498 


Liberia 


. . . Gold 


Dollar 


. 1.00 


Mexico 


. . . Gold 


Peso 


.498 


Netherlands . . . 


. . . Gold 


Florin 


.402 


Newfoundland . . 


. . . Gold 


Dollar ..... 


. 1.014 


Norway 


. . . Gold 


Crown .... 


.268 


Panama 


. . . Gold 


Balboa .... 


. 1.00 



295 



[=i 1=1 BRIER 



H I L L_ 



i=j [=] 



VALUE OF FOREIGN COINS IN UNITED STATES 

M ONE Y— C ONTINUED 



Country Standard 

Paraguay Silver 

Persia Gold 

Peru Gold 

Philippine Islands . . . Gold 

Portugal Gold 

Rumania Gold 

Russia Gold 

San Domingo Gold 

Servia Gold 

Siam Gold 

Spain Gold 

Straits Settlements . . . Gold 

Sweden Gold 

Switzerland Gold 

Turkey Gold 

Uruguay Gold 

Venezuela Gold 



Monetary 


Value in U. S 


Unit 


Gold Dollar 


Peso . . . 


. . . .435 


Rran . . . 


. . . .1704 


Libra . . . 


. . . 4.8665 


Peso . . . 


. . . .50 


Escudo . . 


. . . 1.08 


Leu .... 


. . . .193 


Ruble . . . 


. . . .515 


Dollar . . . 


. . .. 1.00 


Dinar . . . 


. . . .193 


Tical . . . 


. . . 3.708 


Peseta . . 


. . . .193 


Dollar . . . 


. . . .5677 


Crown . . 


. . . .268 


Franc . . . 


. . . .193 


Piaster . . 


. . . .044 


Peso . . . 


. . . 1.034 


Bolivar . . 


. . . .193 



296 



a a BRIER HILL 1=1 i=a 



Private 
Telegraph Code 



!=] r=i B R I E, R l-ill_^l_> r=i r=i 

PRIVATE TELEGRAPH CODE 

GENERAL EXPRESSIONS 

Aback Answer by day lettergram. 

Abaser Answer by night lettergram. 

Abating Answer by mail. 

Abbey - . . Answer must be received to-day. 

Abduce Answer must be received by noon to-day. 

Abeam Answer must be received by noon to-morrow. 

Abed Answer direct. 

Abhor Answer by wire care of 

Abide ........ Answer by letter care of 

Ability Answering night lettergram. 

Abject Answering telegram of to-day. 

Abjure Await letter. 

Ablaze Have wired reply direct to 

Able Letter received. 

Aboard No letter received from you to-day. 

Abode No letter from you. 

Abolish No letter from you to-day. 

Abhort No telegram from you. 

Above Please repeat word in your telegram. 

Abrade Send particulars by wire immediately. 

Abreast Send particulars by mail immediately. 

Abridge Telegram received. 

Abroad Telegraph anything important. 

Abrugate Telegraph care of 

Abrupt Telegraph you at 

Abscess Telegraph at once am waiting in telegraph office for reply. 

The word in our telegram is 

Abscind At what price will you furnish tons steel for 

immediate delivery. 
Absence At what price will you furnish ■ tons steel for 

delivery in days. 

Absent How soon can you deliver tons steel. 

Absinth At what price and how soon will you deliver tons 

steel. 

Absis To meet requirements of latest standard specifications of 

Association of American Steel Manufacturers for Soft 

Steel. 
Absorb To meet requirements of latest standard specifications of 

Association of American Steel Manufacturers for 

Medium Steel. 
Abstain To meet requirements of latest standard specifications of 

Association of American Steel Manufacturers for 

Flange and Boiler Steel. 
Absterge To meet requirements of latest standard specifications of 

Association of American Steel Manufacturers for Fire 

Box Steel. 
Abstract The minimum and maximum tensile strength to be 

55,000 to 60,000 pounds per square inch. 

Abstrich Elongation to be 25% in 8 inches. 

Abstrude Reduction of area 50%. 

298 



[=1 [=1 



B RiER 



H I LL 



1=1 t=i 



PRIVATE TELEGRAPH CODE— Continued 

LETTERS AND TELEGRAMS 



Date Answering 

Inst. 

1st Tab 

2d Tabard 

3d Tabby 

4th Tabes 

5th . . Tablet 

6th Tabor 

7th ........ . Tabriz 

8th Tabu 

9th Tabula 

10th Tac 

11th Tacet 

12th Tache 

13th Tackey 

14th Tackle 

15th Tactic 

16th Tactile 

17th Tactor 

18th Tadia 

19th Tafia 

20th Tagal 

21st Taggle 

22d Taha 

23d Tahlel 

24th Tahli 

25th Taid 

26th Tailor 

27th Tain 

28th Tait 

29th Tajo 

30th Takau 

31st . Talak 

See Our 
Inst. 

1st Tara 

2d Tard 

3d Tarfa 

4th Targe 

5th Tarin 

6th Tarmac 

7th Taro 

8th Tarry 

9th Tarso 

10th Tartar 

11th Tash 

12th Taslet 

13th Tass 

14th Tasset 

15th Tata 



Telegram of 


Answering 


Letter of 


Ult. 


Inst. 


Ult. 


Talbot 


Labra 


Lampad 


Talc 


Labroid 


Lamper 


Tali 


Lacar 


Lampro 


Talpot 


Laches 


Lanai 


Talmon 


Lacis 


Lanate 


Talmud 


Lackey 


Lanch 


Talon 


Lact 


Landau 


Talsus 


Lactan 


Lander 


Taluk 


Lactase 


Langur 


Talwar 


Lactein 


Lanier 


Tama 


Lactone 


Lanose 


Tamal 


Lactyl 


Lanson 


Tamer 


Ladin 


Lanugo 


Tamis 


Laena 


Lanx 


Tamp 


Lagen 


Lanzon 


Tampon 


Laggin 


Lapid 


Tamus 


Lagos 


Lapith 


Tanag 


Laic 


Lapon 


Tanate 


Laigh 


Lapst 


Tandan 


Lair 


Lapsus 


Tang 


Laist 


Lara 


Tangil 


Laith 


Lardon 


Tanha 


Laja 


Lari 


Tanite 


Lak 


Larix 


Tansy 


Lakin 


Larkur 


Tantle 


Lala 


Larme 


Tanya 


Laleh 


Laro 


Taos 


Lalo 


Larval 


Tapa 


Lama 


Lascar 


Tapir 


Lambda 


Lash 


Tapper 


Lamin 


Lastic 


Telegram 


See Your 


Telegram 


Ult. 


Inst. 


Ult. 


Tear 


Tenrec 


Thallus 


Tebah 


Tense 


Thana 


Teca 


Tenson 


Thar 


Techy 


Tent 


Thave 


Tecti 


Tenui 


Thaw 


Tecum 


Tenure 


Theat 


Tede 


Tepid 


Theave 


Teem 


Terai 


Thein 


Teff 


Terate 


Thema 


Teg 


Tercet 


Thense 


Teic 


Terek 


Theor 


Teil 


Tern 


Thera 


Tela 


Terp 


Therm 


Telar 


Terra 


Thesis 


Teld 


Terral 


Thetin 



299 



H I LL 



f=] 1=1 



PRIVATE TELEGRAPH CODE 

LETTERS AND TELEGRAMS— Continued 

See Our Telegram See Your Telegram 

Date Inst. Ult. Inst. Ult. 

16th Tatois Teledu Terret Thew 

17th Tau Telic Terry Thig 

18th Taunt Telium Tertain Thill 

19th Taure Teller Terzet Thin 

20th Tauric Telpher Teslin Thir 

21st Tauro Telt Testa Thole 

22d Taut Tema Testif Thon 

23d Tautie Temia Tetan Thora 

24th Tavert Temp Tetel Thorp 

25th Taw Tempo Tetrad Thrack 

26th Tawer Tenace Tetric Thraw 

27th Tayho Tenail Tetrol Thred 

28th Tazza Tench Tewel Thret 

29th Tchick Tend Textus Thud 

30th Tea Tenet Thae Thump 

31st Teak Tenne Thaler Thund 

See Your Letter See Our Letter 

Date Inst. Ult. Inst. Ult. 

1st Lata Leap Lentisk Licit 

2d Latten Lease Leon Lictor 

3d Latera Leath Lepal Lieber 

4th Lathe Leven Lepido Lien 

5th Latian Levid Lepra Ligo 

6th Latite Lecah Lepto Lignin 

7th Latro Lecat Lepus Ligsan 

8th Lattas Leche Lerot Ligus 

9th Laud Lect Lerp Lilac 

10th Lauf Ledge Lesche Lilt 

11th Laurel Leer Lese Liman 

12th Laurie Leful Lesion Limbri 

13th Laurus Legate Lessive Limner 

14th Laus Leger Lethe Limno 

15th Lava Legist Leuc Limpid 

16th Lavaur Legitim Leucite Limule 

17th Laver Lego Leuk Linan 

18th Lavy Leguan Leva Linchi 

19th Lawes Leia Levant Lind 

20th Lawk Leif Levir Lindol 

21st Lawn Leion Levitha Liney 

22d Lax Lex Lewan Linga 

23d Laxist Leman Lex Lingel 

24th Lavock Leme Leyd Lingster 

25th Lazar Lemma Liana Linguet 

26th Lazian Lemnad Lias Linim 

27th Lea Lemnis Libber Linne 

28th Leach Lemud Libon Linous 

29th Leaf Lene Libra Linsey 

30th Leag Lens Lich Lint 

31st Learn Lentil Licio Linum 



300 



s isi E3 


R I E, R HILL isi s 






PRIVATE TELEGRAPH 


CODE 






PERTAINING TO PLATES 


Pabacha 




. . . Furnish copy of mill test of at least two plates. 


Pabalos 




. . . All plates for marine work subject to Government 






inspection. 








QUALITY REQUIRED 




Paban . 




. . . Tank. 




Pabarage . . . 


. . . Flange. 




Pabarras .... 


. . . Fire Box. 




Pabatas 




. . . Marine 




Pabarla 




. . . Stillbottom. 




Pabba . 




. . . Extra Locomotive Fire Box. 








THICKNESS OF PLATES 


Pabby 




-h" Pacass W 


Pactone .... 1 f^" 


Pabefy 




Ys" Pacatan 








16 


Pactor . 








w 


Pabent 




A* Pacet . 








w 


Pactra . 








ifV' 


Pabert . 




&" Pacial . 








Vl" 


Pacture 








W%" 


Pabial . 




W' Pacient 








TV" 


Pacuna 








ItV" 


Pabian 




re" Pacies . 








V%" 


Pacus . 








W 


Pabis 












w 


Paddit . 








lfV' 


Pabius 




X2" Packis . 








%" 


Paddle . 








\w 


Pable 




if" Pacle . 








13.// 


Padeck 








1H" 


Pabral 




]/i" Pacmus 








w 


Padge . 








1M" 


Pabrile 












w 


Padia . 








1H" 


Pabrose 




-£2" Pactam 








1" 


Padvig . 








IK" 


Pabuyo 




ts" Pactase 








itV" 


Paff . . 








1 15// 
1 16 


Pacade 




W' Paction 








W 


Pafner . 








2" 


Pacart 




WIDTH OF PLATES 




Pasport 




yi" Passen J^" 


Passoy %" 


Note 


. — In transmitting fractions, use the above in connection with the following: 


Pagar 


. 8" 


Paist . . 26" Paltol . 


44" Panden . 62" 


Pagas 


. 9" 


Paith 




27" Pamble 


45" Pandil . 


. 63" 


Paggen 


. 10" 


Paize 




28" Pamelic 


46" Pandor . 


. 64" 


Paggid 


. 11" 


Pakan 




29" Pament 


47" Pandrat 


. 65" 


Paggy 


. 12" 


Paker 




30" Pamin . 


48" Pane . . 


. 66" 


Pagilp 


. 13" 


Palac 




31" Pamoni 


49" Paneg . 


. 67" 


Pagog 


. 14" 


Palang 




32" Pamrut 


50" Panget . 


. 68" 


Pagoon . 


. 15" 


Palar 




33" Pamtis . 


51" Pangue 


. 69" 


Pagot 


. 16" 


Palces 




34" Pamuta 


52" Pangur . 


. 70" 


Pagus 


. 17" 


Palcon 




35" Panal . 


53" Panie . 


. 71" 


Pahat 


. 18" 


Palda 




36" Panate . 


54" Panis . 


. 72" 


Pahoe 


. 19" 


Palison 




37" Panbark 


55" Panky . 


. 73" 


Paigh 


. 20" 


Palk . 




38" Pancelot 


56" Panod . 


. 74" 


Paigre 


. 21" 


Pallage 




39" Pancet . 


57" Panon . 


. 75" 


Paik . 


. 22" 


Fallow 




40" Pancha 


58" Panner . 


. 76" 


Pailte 


. 23" 


Palse 




41" Pandak 


59" Panolin 


. 77" 


Paint. 


. 24" 


Paltan 




42" Pandals 


60" Pantast . 


. 78" 


Pairy 


. 25" 


Paltiz 




43" 






Pa 


ndango 


61" Pa 


nt 


ch 


a 


. 79" 



301 



1=1 fsl 



PRIVATE TELEGRAPH CODE 
WIDTH OF PLATES— Continued 



Panter . 


80" 


Parca . 


. 91" 


Parid . 


101" 


Parrup . 


Ill" 


Pantic . 


81" 


Parcid . . 92" 


Parig . 


102" 


Parten 


112" 


Pantod . 


82" 


Parcy . . 93" 


Parine 


103" 


Partite . 


113" 


Pantra . 


83" 


Parda . . 


94" 


Parist . 


104" 


Parus . . 


114" 


Panzil . 


84" 


Pardin . 


95" 


Pari . 


105" 


Parvik 


115" 


Papeld . 


85" 


Paren . . 


96" 


Parleu 


106" 


Parzil . . 


116" 


Papid 


86" 


Pargan . 


97" 


Parmit 


107" 


Pasale 


117" 


Papith . 


87" 


Pargard . 


98" 


Parne . 


108" 


Pascia 


118" 


Parad . 


88" 


Parge . . 


99" 


Paroid 


109" 


Pascine . 


119" 


Parand . 


89" 


Pargot . 


100" 


Parrel . 


110" 


Pasco . . 


120" 


Parang . 


90" 


LENGTH 


OP PLATES 








Pasport 




. . W Passen 


w 


Passoy 




• w 


Note. — 


[n transmitting fractions, use the above in connection with the following: 


Pasut . 


1" 


Pawrut . 28" 


Pectern 


. 54" 


Penhir . 


80" 


Patbin . 


2" 


Pawsis . 


29" 


Pedary 


. 55" 


Pensal . 


81" 


Pateb . 


3" 


Pawtil . 


30" 


Pedit . 


. 56" 


Pent . . 


82" 


Pathe . 


4" 


Pawveg 


31" 


Pedlar . 


. 57" 


Pentor . 


83" 


Patigue 


5" 


Pax . . 


32" 


Pedora . 


. 58" 


Perade . 


84" 


Patin . 


6" 


Paxator 


33" 


Pedum . 


. 59" 


Peral. . 


85" 


Patras . 


7" 


Paxen . 


34" 


Peer . . 


. 60" 


Peranis 


86" 


Pattick 


8" 


Paxrey . 


35" 


Pefort . 


. 61" 


Peraspt 


. 87" 


Pattrell 


9" 


Paxto . 


36" 


Pegate . 


. 62" 


Perbos . 


88" 


Pattun . 


10" 


Paybloe 


37" 


Pegist . 


. 63" 


Percur . 


. 89" 


Patule . 


11" 


Payner 


38" 


Pegros . 


. 64" 


Perdium 


. 90" 


Paube . 


12" 


Pazar 


39" 


Peigh . 


. 65" 


Perf aut . 


. 91" 


Paucal . 


13" 


Pazard . 


40" 


Pekka . 


. 66" 


Pergesa 


. 92" 


Paun . . 


14" 


Peagerd 


41" 


Pelah . 


. 67" 


Pergus . 


93" 


Paunus 


15" 


Peak . 


42" 


Pelder . 


. 68" 


Perist . 


. 94" 


Paurene 


16" 


Peal . . 


43" 


Peline . 


. 69" 


Perkin . 


. 95" 


Paurite 


17" 


Peanel . 


44" 


Pellite . 


. 70" 


Perla. . 


. 96" 


Pauven . 


18" 


Peang . 


45" 


Pelod . 


. 71" 


Perlon . 


. 97" 


Pavage 


19" 


Pearig . 


. 46" 


Pelrose 


. 72" 


Perment 


98" 


Pavell . 


20" 


Peath . 


47" 


Pembran 


. 73" 


Peropiga 


. 99" 


Paver . 


21" 


Pebek . 


48" 


Pemina . 


. 74" 


Perratin 


100" 


Pavose . 


22" 


Pebril . 


. 49" 


Pemora 


. 75" 


Perrite . 


. 200" 


Pawet . 


23" 


Pebrun 


50" 


Penage 


. 76" 


Persey . 


. 300" 


Pawine 


24" 


Pecate . 


. 51" 


Pence . 


. 77" 


Peruth . 


. 400" 


Pawkin . 


25" 


Pecco . 


. 52" 


Pend . 


. 78" 


Pesad . 


. 500" 


Pawler . 


26" 


Pecit . 


. 53" 


Pendole 


. 79" 


Pesite . 


600" 


Pawpis 


27" 


DIAMETEE 


OF CIRCL] 


ES 






Pesne . 


. 12" 


Petope . . 20" 


Petwist . 


. 28" 


Pevtone 


. 36" 


Peson . 


. 13" 


Petor . 


. 21" 


Peven . 


. 29" 


Pewa . 


. 37" 


Pespot . 


. 14" 


Petowis 


. 22" 


Pevick . 


. 30" 


Pewel . 


. 38" 


Pestee . 


. 15" 


Petoya . 


. 23" 


Pevore . 


. 31" 


Pewine 


. 39" 


Pestion 


. 16" 


Petoz . 


. 24" 


Pevosa . 


. 32" 


Pewor . 


. 40" 


Pestold 


. 17" 


Petrost 


. 25" 


Pevrin . 


. 33" 


Pewut . 


. 41" 


Petage . 


. 18" 


Petto" . 


. 26" 


Pevsus . 


. 34" 


Piacar . 


. 42" 


Petal. . 


19" 


Petwa . 


. • 27" 


Petvil . 


. 35" 


Piat . . 


. 43" 



302 



ma 0=3 B R I El R 



HILL [=3 E=3 



PRIVATE TELEGRAPH CODE 

DIAMETER OF CIRCLES— Continued 



Pibus 




44" 


Pigam 


. 65" 


Pillip . 


86" 




Pirade . 


107" 


Picad 




45" 


Pigos 


. 66" 


Pillon . 


87" 




Pirkon . 


108" 


Picep 




46" 


Pigule 


. 67" 


Pilmat . 


88" 




Piskey . 


109" 


Picefin 




47" 


Pigmen 


. 68" 


Pilner . 


89" 




Pitano . 


110" 


Pichat 




48" 


Pigpy 


. 69" 


Pilto . 


90" 




Piungi . 


111" 


Picmo 




49" 


Pigron 


. 70" 


Piltrate 


91" 




Pivest . 


112" 


Picpan 




50" 


Pihel 


. 71" 


Pilvo. . 


92" 




Plagol . 


113" 


Picron 




51" 


Pihrab 


. 72" 


Pimbar 


93" 




Plakeb . 


114" 


Picsis 




52" 


Pihune 


. 73" 


Pimble . 


94" 




Planum 


115" 


Pictar 




53" 


Pilari 


. 74" 


Pimbul 


95" 




Plaren . 


116" 


Pictile 




54" 


Pilbert 


. 75" 


Pinch . 


96" 




Plashart 


117" 


Pictor 




55" 


Pilcon 


. 76" 


Pinden . 


97" 




Plasring 


118" 


Pidane 




56" 


Pileter 


. 77" 


Piner . 


98" 




Pleans . 


119" 


Pider 




57" 


Pilfoil 


. 78" 


Pinete . 


99" 




Pleby . 


120" 


Pidget 




58" 


Pilger 


. 79" 


Pinial . 


100" 




Plerina 


121" 


Pidgust 




59" 


Pilhen 


. 80" 


Pinite . 


101" 




Plinster 


122" 


Piel . 




60" 


Pilig • 


. 81" 


Pinnic . 


102" 




Plobosco 


123" 


Pient 




61" 


Pilik . 


. 82" 


Pinno . 


103" 




Ploire . 


124" 


Piesco 




62" 


Pilipeg 


. 83" 


Pinsko . 


104" 






Pifek. 




63" 


Pilisin 


. 84" 


Piogo . 


105" 






Piffard 




64" 


Pillet 


. 85" 


Pipsen . 


106" 










QUANTITIES 


AND NUMB 


ERS 






1 Dab 




29 


Dafter 


57 Dalenda 


r 


85 


Damper 


2 Dabbage 


30 


Daged 


58 Dalf 




86 


Damsel 


3 Dabin 




31 


Daggage 


59 Daliber 




87 


Damwood 


4 Dabinet 


32 


Dagman 


60 Dalico 




88 


Danal 


5 Dable 




33 


Dago 


61 Dalipers 




89 


Danard 


6 Daboose 


34 


Dagpipe 


62 Dalkea 




90 


Dance 


7 Dacao 




35 


Dahlia 


63 Dalking 




91 


Dandy 


8 Dache 




' 36 


Dailing 


64 Dailing 




92 


Danger 


9 Dachelor 


37 


Dailit 


65 Dalliope 




93 


Danine 


10 Dack 




38 


Dainty 


66 Dalmed 




94 


Danker 


11 Dackbite 


39 


Dairn 


67 Dalomel 




95 


Dannabic 


12 Dackbone 


40 


Dait 


68 Dalonic 




96 


Dannery 


13 Dackhand 


41 


Daitiff 


69 Dalotyp 


e 


97 


Dannibal 


14 Dacking 


42 


Daize 


70 Dalume 


b 


98 


Dannon 


15 Dackle 




43 


Dajole 


71 Dalyx 




99 


Danny 


16 Dackside 


44 


Dake 


72 Dam 




100 


Danoe 


17 Dackstop 


45 


Daking 


73 Damage 




101 


Danopy 


18 Dackward 


46 


Dalamite 


74 Damask 




102 


Dant 


19 Dackwoods 


47 


Dalance 


75 Dambri 




103 


Dantata 


20 Dacon 




48 


Dalcar 


76 Dame 




104 


Danteen 


21 Dactus 




49 


Dalcine 


77 Damelo 


pard 


105 


Danter 


22 Dactyl 




50 


Dalcony 


78 Dameod 




106 


Danton 


23 Daddie 


51 


Dalculate 


79 Damera 




107 


Danvas 


24 Dadet 




52 


Dalculus 


80 Damlet 




108 


Dapable 


25 Dadge 




53 


Dald 


81 Damorr 


a 


109 


Dapacity 


26 Dafer 




54 


Daldron 


82 Damp 




110 


Dapen 


27 Daffle 




55 


Dale 


83 Dampai 


gn 


111 


Dapital 


28 Daft 




56 


Dalefy 


84 Damph( 


>r 


112 


Dapok 



303 











H I L I_> 


f=i r=i 






PRIVATE TELEGRAPH CODE 










QUANTITIES AND 


NUMBERS— Continued 




113 


Dapper 


137 


Dead 


425 


Decrease 


1,500 


D 


114 


Daprice 


138 


Dearth 


450 


Decrepit 


2,000 


Degree 


115 


Daptor 


139 


Debar 


475 


Decrying 


2,500 


Deify 


116 


Dar 


140 


Debauch 


500 


Decuple 


3,000 


Deign 


117 


Daramel 


141 


Debited 


525 


Dedicate 


3,500 


Deject 


118 


Darat 


142 


Debonair 


550 


Deduce 


4,000 


Delegate 


119 


Darbide 


143 


Debris 


575 


Deeding 


4,500 


Delete 


120 


Darbon 


144 


Debt 


600 


Deface 


5,000 


Delicate 


121 


Darding 


145 


Decamp 


625 


Default 


5,500 


Delight 


122 


Dardia 


146 


Decay 


650 


Defeat 


6,000 


Deliver 


123 


Darcen 


147 


Decease 


675 


Defend 


6,500 


Delta 


124 


Dark 


148 


Deceitful 


700 


Defer 


7,000 


Delude 


125 


Darling 


149 


Decent 


725 


Defiance 


7,500 


Dekle 


126 


Darnel 


150 


Decide 


750 


Deficit 


8,000 


Denus 


127 


Dash 


175 


Decimate 


775 


Defile 


8,500 


Demid 


128 


Dative 


200 


Decision 


800 


Definite 


9,000 


Depkin 


129 


Daub 


225 


Deck 


825 


Deflect 


9,500 


Depsule 


130 


Daunt 


250 


Declaim 


850 


Deflour 


10,000 


Dervis 


131 


Dauphin 


275 


Declair 


875 


Deforce 


20,000 


Destin 


132 


Davit 


300 


Decline 


900 


Defraud 


30,000 


Destok 


133 


Dawn 


325 


Decoct 


925 


Deftly 


40,000 


Detare 


134 


Day 


350 


Decorate 


950 


Defunct 






135 


Dazzle 


375 


Decorus 


975 


Defying 






136 


Deacon 


400 


Decoy 


1,000 


Degrade 












SHIPMENTS 














Instructions 








Iago 






Await letter before shipping. 






Iaku 






Duplicate last shipment 








Iamb 






Duplicate shipment of - 










Iambic 




Hasten shipme 
Ship all rail. 


nt of - — - 








Iambize . . . 












Iamus . . . . 




Ship by express. 








Ianthin . . . 




Ship care of — 










Iasion .... 




Ship immediately. 








Iasis 






Ship in our name to — 








Iatra 






Ship to 


at 








Iatric . 




Ship this week 










Iba 






Ship to-morrow. 








Iban 






Ship via water 










Ibear 






Ship what you 


have ready, let balance follow 


as soon as 








possible. 










Iberic .... 




Ship what you 


have ready, cancel balance. 




Iberus .... 




Ship within three weeks 








Ibex 






Ship within one week. 








Ibhar . . . 




Trace last shipment. 








Ibicui 




Trace last shipment to - 








Ibid 






Wire car No. and route shipped. 












Questions 








Ibidem . . . 




If you cannot ship complete advise what can ship and when . 


Ibigau . . . 




Shall we ship v, 


'hat we have ready? 






Ibilao .... 




What are shipping instructions? Advise by letter. 


Ibiza 






What are shipping instructions? Advise by wire. 


Iblea 


m ... 




When can you 


ship? 









304 



-Isl 1=1 


B R I E, R H ILL s s 




PRIVATE TELEGRAPH CODE 




Questions — C ontinubd 


Iboga . . . 


When will you ship our order? 


Ibsam . . . 


When will you ship order — ? 


Iburi . . . 


Can ship. 


Ibzan . . . 


Cannot ship. 


leal . . . . 


Can make partial shipment from stock, completing in 


Icarus . . . 


Can ship immediately on receipt of order. 


Icelus . . . 


Expect to ship. 


Iceni . . . 


Expect to ship to-morrow. 


leer . . . . 


Expect to ship next Monday. 


Ichhu . . . 


Expect to ship next Tuesday. 


Ichno . . . 


Expect to ship next Wednesday. 


Ichof . . . 


Expect to ship next Thursday. 


Ichor . . . 


Expect to ship next Friday. 


Icth . . . . 


Expect to ship next Saturday. 


Icthy . . . 


First shipment will be made. 


Icica . . . 






Icire . . . . 


Have ready for shipment. 


Iconic . . . 






Iconon . . . 


Shipment made complete. 


Icos . . . . 


Shipment made in part. 


Icteric . . . 


Unable to ship material on your order as promised, expect 






Ictide . . . 


Will send shipping instructions later. 


Ictus . . . 


Will send shipping instructions . 


Idas . . . . 


Will ship to-day. 




ORDERS 


Idear . . . 


Add to our order. 


Idem . . . 


Cancel our order. 


Ideo . . . . 


Cannot ship order at price named. 


Idgah . . . 


Change our order. 


Idida . . . 
Idiom . . . 








Idly . . . . 


TT'^.-l-^^ ) ..- -1-r.T^rrT * rtf 




Idolon . . . 


Enter order, your telegram of . 


Idris . . . 


Tr 1 ^.*-™. „-4„. L.^+r.^;^^. ^t 




Ife 




Ifing . . . 


Have placed order. 


Igad . . . . 


If can take order for prompt shipment wire price of. 


Igigi . . . . 


Material made, cannot cancel. 


Igitur . . . 


We expect order. 


Iglau . . . 


When will you place your order. 


Ignero . . . 


..... Will place order. 


Igniter . . . 


Have not placed order. 




NEGOTIATIONS 


Igorot . . . 




Ihram . . . 


..... Are offered. 


Ijon . . . . 




Ikoik . . . 


Don't give option for considerable quantity without 




conferring with us. 


Ileum . . . 


Do you accept our offer. 


Ilex . . . . 
Iliac . . . . 




Don't sell more. 



305 



[=J [S] 


brie:r hill r=o r=i 




PRIVATE TELEGRAPH CODE 




Negotiations — Continued 


Ilima . . 


Have more favorable offer. 


Illativ . . 


Have sold. 


Illipe . . 


If absolutely necessary can make price. 


Ilmen . . . 


In the market for galvanized. 


Ilus . . . 
Image . . . 


T 4-V,r> n n -nlmi- tn-t. 


Offer declined. 


T 


p , i t 


Imbalm . 


Price we named is lowest. 


Imban . . 


Quotation too high, can you not revise same? 


Imbrex 


Quotation made — our best, cannot revise. 


Imbrue 


Quote by mail lowest price F. 0. B. for 


Imid . . . 


Quote by day message lowest price F. 0. B. for 


Imine . . 


Quote by night message lowest price F. 0. B. 

for . 

Quote by wire lowest price F. 0. B. and advise 


Imla . . 




earliest shipment. 


Immer . . . 


Quote by mail lowest price F. 0. B. and advise 




earliest shipment. 


Immit . . 


Quote for immediate acceptance by wire. 


Immure . 


Quote for immediate acceptance by mail. 


Imola . . . 


Quote galvanized for. 


Impact 


Quote on specifications named for shipment. 


Imna . . 


Quote subject to prior sale. 


Impall . . 


Quote you . 


Impar . . . 


Quote you in answer to inquiry of 


Impel . . . 


Quote common black iron basis. 


Impey . . . 


Quote black steel sheet basis. 


Implex . . 


Quote cold rolled steel sheet basis. 


Imploy . . 


Quote pickled and cold rolled steel sheet basis. 


Impose . . 


Rating not satisfactory. 


Impound . . 






Impress . . 


Sell more at same price. 


Imprim . . 


Sell only for cash. 


Impugn . . 


Sell only subject to approval. 


Impute . . 


Sell only subject to stock on hand. 


Imus . . . 


Sell in small quantities only. 


Inane . . . 


..... Shall we accept offer. 


Inapt . . . 


Shall we sell more. 


Inbind . . . 


..... Shipment about equally distributed over next three 




months. 


Inbow . . . 


Shipment about equally distributed over next six 




months 


Inby . . . 


Shipment balance this month. 


Inca .... 


Shipment balance this year. 


Incan . . . 


Shipment during next 60 days. 


Incask . . . 


What price shall we quote/ 


Incise . . . 


Withdraw all offers. 


Incito . . . 
Incled . . . 




accept our offer. 


Incluse . . 






Incog . . . 


Will meet price mentioned. 


Incur , . . 


Will waive extras. 



306 



[si 1=1 B R I El R 



H I L L Isl lal 



PRIVATE TELEGRAPH CODE 

SIZES OF SHEETS 



Width 


20" 


22" 


24" 


26" 


28" 


30" 


4 ft. long 


Sabit 


Sacquer 


Sambast 


Santern 


Sariat 


Sathe 


5 ft. long 


Sabium 


Sacrosse 


Sambent 


Sappily 


Saricot 


Sathering 


6 ft. long 


Sabor 


Sadder 


Samlet 


Sapse 


Sarness 


Satin 


7 ft. long 


Sace 


Sady 


Sammer 


Sarangue 


Sascar 


Satter 


8 ft. long 


Sacerate 


Sager 


Samper 


Sarass 


Sash 


Sattice 


9 ft. long 


Saches 


Saggard 


Samprey 


Sarbor 


Sasso 


Sauding 


10 ft. long 


Sack 


Sagoon 


Sanate 


Sarch 


Satch 


Sather 


11 ft. long 


Sacking 


Saird 


Sand 


Sarem 


Sate 


Saunch 


12 ft. long 


Sackney 


Salyard 


Saniary 


Sarge 


Sateen 


Saunder 



Width 


32" 


34" 


36" 


38" 


40" 


42" 


4 ft. long 


Saurel 


Seaven 


Sength 


Shude 


Siberian 


Sicorice 


5 ft. long 


Sava 


Sedger 


Senient 


Shurt 


Siberty 


Siddy 


6 ft. long 


Saving 


Segacy 


Sevel 


Shuyal 


Sibex 


Sidge 


7 ft. long 


Savish 


Segal 


Sexicon 


Siable 


Sibis 


Sidman 


8 ft. long 


Sazar 


Segend 


Seyser 


Siant 


Sibrary 


Sidrol 


9 ft. long 


Seach 


Seghorn 


Shastly 


Sibation 


Sibretto 


Sidsup 


10 ft. long 


Sead 


Segion 


Sherkin 


Sibbet 


Sicense 


Siebar 


11 ft. long 


Seague 


Seisure 


Shost 


Sibe 


Sichen 


Siedle 


12 ft. long 


Searn 


Semon 


Shottle 


Siberal 


Sicit 


Siegam 



SIZES OF ROOFING SHEETS 



Width 


44" 


46" 


48" 


50" 


52" 


54" 


4 ft. long 


Siege 


Signoble 


Sikant 


Simaner 


Simmy 


Sindic 


5 ft. long 


Siffle 


Signore 


Sikuse 


Simeni 


Simpas 


Sinfor 


6 ft. long 


Sifmar 


Sigput 


Silap 


Simfut 


Simpre 


Singlu 


7 ft. long 


Sift 


Sigser 


Silask 


Simgash 


Sinack 


Singon 


8 ft. long 


Siftol 


Sihass 


Silcam 


Simgure 


Sinbad 


Singut 


9 ft. long 


Sigard 


Siheld 


Sildef 


Simhard 


Sinbey 


Sinhar 


10 ft. long 


Sigale 


Sihump 


Silean 


Simhuss 


Sinbot 


Sinkle 


11 ft. long 


Siggum 


Sigant 


Silere 


Simkiu 


Sinboul 


Sinkput 


12 ft. long 


Signeous 


Sijule 


Silesa 


Simless 


Sinbuc 


Sinkras 



Width 


26" 


27^" 


5 ft. long 


Sipa 

Sipane 

Sipali 

Sipes 

Sipetin 

Sipor 

Sipost 

Siptin 


Sipure 

Sipvel 

Sipwat 

Sipway 

Sipy 

Sipzas 

Slape 


6 ft. long 


7 ft. long 


8 ft. long 


9 ft. long 


10 ft. long 


11 ft. long 


12 ft. long 







307 



E=a n=a BRIER H I L^ !_. [sits] 

PRIVATE TELEGRAPH CODE 

MISCELLANEOUS 

Addition for cold rolling Mocean 

Can you get for us following material Mocher 

Call us by long distance telephone Mocrea 

Carload freight allowance Moctagon 

Carload shipment Moctant 

Common stove pipe iron Moctave 

Double seaming quality Moctober 

Smooth galvanized sheets Moctopede 

Freight equalized with Moctopus 

Freight equalized with Pittsburgh Moctuple 

Less than carload freight allowance Mocular 

Less than carload shipments Modale 

Make shipments as quick as you can Modd 

Minimum carload Modeon 

O. P. C. R Modium 

100 pounds Modor 

A square Moffend 

Want immediately answer Moff er 

QUANTITIES AND NUMBERS 



Net Tons 


Sheets 


Bundles 


Squares 


Feet 


1 Naan 


1 Naddy 


1 Nalaver 


1 Nalsylike 


10 Napean 


2 Nab 


2 Nadishah 


2 Naleness 


2 Nalyer 


15 Naper 


3 Nabbe 


3 Nadlock 


3 Naling 


3 Nampas 


25 Napering 


4 Naber 


4 Nadrone 


4 Nallor 


4 Namphlet 


30 Napilla 


5 Nabesi 


5 Naduasoi 


5 Nalea 


5 Nanacea 


35 Napoose 


6 Nabit 


6 Naean 


6 Nalestra 


6 Nancreas 


40 Nappus 


7 Nabkle 


7 Nagans 


7 Naletot 


7 Nandect 


45 Napyrus 


8 Nabla 


8 Nage 


8 Nalette 


8 Nander 


50 Nara 


9 Nabulum 


9 Naginal 


9 Nalfrey 


9 Nanel 


75 Narable 


10 Naca 


10 Nageant 


10 Nali 


10 Nang 


100 Narabola 


15 Nacable 


15 Nagoda 


15 Nalinode 


15 Nangolin 


150 Narachute 


25 Nacify 


25 Naid 


25 Nalisade 


25 Nanic 


200 Narade 


30 Nacifier 


30 Naillasse 


30 Nalladium 


30 Nannier 


250 Naradise 


35 Nacific 


35 Nainful 


35 Nalliate 


35 Nanoply 


300 Naradox 


40 Nackage 


40 Nainless 


40 Nallid 


40 Nansy 


400 Naraffine 


45 Nackall 


45 Nainstaker 


45 Nallmall 


45 Nataloon 


500 Naragon 


50 Nacker 


50 Nainim 


50 Nalmate 


50 Nantheist 


1,000 Naragraph 


100 Nacking 


100 Nalaces 


100 Nalmistry 


100 Natheon 


5,000 Narallel 


150 Nackman 


150 Naladin 


150 Nalmy 


150 Natile 


10,000 Naralysis 


200 Naction 


200 Nalate 


200 Nalpable 


200 Nantries 


20,000 Naralytic 


250 Nadder 


250 Nalatable 


250 Nalpation 


250 Napa 


40,000 Naralyze 


300 Nadding 


300 Nalatal 


300 Nalpitate 


300 Napacy 




400 Naddle 


400 Nalatially 


400 Nalograve 


400 Napalist 




500 Naddock 


500 Nalatine 


500 Nalstaff 


500 Napastic 





Isl 1=1 


BRIER HIL L. g=i ^ 




PRIVATE TELEGRAPH CODE 




ADDRESSES 


Haramount 
Haramour . 


. 






Harapet . . 


AT nAAvnco J„„ nti-nY- +/-. y«A»rnm 1c 




Harasite . . 


Mr. is out of city. 


Harasol . . 






Harboil . . 


Mr. is requested to be in Youngstown to-morrow, 




advise if convenient. 


Harcel . . . 


Mr. is requested to be in Youngstown day after 




to-morrow if convenient. 


Harcener . . 


Mr. will be in Youngstown. 


Harch . . . 


Mr. will be in Chicago. 


Harchment . 


..... Mr. will be in New York. 


Hardon . . 


Mr. what is address of? 


Harem . . . 


What will be address of Mr. to-morrow? 


Harent . . 


■\X7Vio*- -nrlll V>/-> .1/Mi.noc /"vf ~\/Ty AotT off„- ♦-„ » ^vttt9 




Harep . . . 


What will be your address next few days? 


Haresis . . 




TERMS 


Oak ... . 






freight has been deducted if account is paid within ten 




days from date of shipment. 


Oasis . . . 


Usual terms. 


Oats .... 


F. 0. B. Niles. 


Obdurate 


p A T) XTiIj-ms £l>A1fvVl+ „||, nl ,„, wi/ 




Obedient . . 


F. 0. B. Youngstown. 


Obenic . . . 


F. 0. B. Pittsburgh. 


Obey . . . 




Object . . . 


To parties of approved credit. 


Oblate . . . 




Oblong . . 


Sight draft against B. L. less 2%. 


Obolus . . . 


Terms to be arranged. 



309 



R IER 



HILL sa 



PRIVATE TELEGRAPH CODE 

PRODUCTS 



S 




One Pass i Three Pass 

Cold Rolled Cold Rolled 

and and 

Box Box 

Annealed Annealed 


3" 
Corru- 
gated 
Roofing 
26" Wide 


2y 2 " 
Corru- 
gated 
Roofing 
26" Wide 


2" 
Corru- 
gated 
Roofing 
26" Wide 


1M* 

Corru- 
gated 
Roofing 
26" Wide 


3^" Corruga- 
ted Roofing 
25 §" Wide 
&* Dee P 
Length 12" 


12 


Cabbet 


Cadiant 







Cammer 


Cancorous 





14 


Cabbi 


Cadiation 








Camous 


Candom 




16 


Cabbinical 


Cadical 


Cagged 


Caise 


Campage 


Cange 




18 


Caccoon ' 


Cadicalism 


Cagout 


Caising 


Campancy 


C ankle 




20 


Cace 


Cadius 


Caid 


Cajah 


Campart 


Cankness 




22 


Cacehorse 


Cadix 


Cailing 


Cakish 


Camrod 


Cansack 




24 


Cachitic 


Caff 


Caillery 


Cally 


Cancbero 


Cansom 


Capier 


26 


Caciness 


Caffle 


Cailroad 


Carnal 


Cancbo 


Canter 


Capine 


28 


Cacket 


Cafters 


Cailway 


C amble 


Cancid 


Capacity 


Cappel 


29 


Cadial 


Cag 


Cainbow 


Gambling 


Cancidity 


Capid 


Capport 


30 


Cadiance 


Cagamuffin 


Cainy 


Camify 


Cancor 


Capidity 


Captorial 



Corrugated Elevator Siding, 36 Inches Long, 26 Inches Wide 



Gauge 



2-Inch Corr. 



2^-Inch Corr. 



1M-Inch Corr. 



Caput 

Carab 

Caract 

Carafe 

Carang 

Caranx 

Carb 

Carbid 

Carbo 

Carboy 

Career 



Carcin 

Cardan 

Cardia 

Careu 

Caribon 

Cark 

Carli 

Carnal 

Carnous 

Carob 

Caroli 



Carom 

Caronic 

Carotin 

Carpal 

Carrel 

Carroch 

Carse 

Carth 

Carum 

Caruto 

Carvin 



Cross Corrugated Sheets 40 


Inches Wide — 3-inch 


Corrugated 


Gauge ! 132" 


128" 


124" 


120" 



Caryin 

Casa 

Casban 

Casco 

Caser 

Cashie 

Cassia 

Casus 

Cata 

Cater 

Cath 



Catmon 

Catter 

Cauca 

Caudex 

Caudo 

Cauli 

Causey 

Cautel 

Cautor 

Cauzi 

Caval 



Cavie 

Cavum 

Caxon 

Cayor 

Cazi 

Cearin 

Cebu 

Cecils 

Cede 

Cedrat 

Cedrin 



Cedula 

Celina 

Cellox 

Celo 

Celsus 

Celt 

Cembra 

Cena 

Cenci 

Cendal 

Cenote 



Gauge 

12 

14 
16 
18 
20 
22 
24 
26 
28 
29 
30 



108" 



Ceorl 
Cepa 

Ceohal 

Ceras 

Cerevis 

Cern 

Cernle 

Cervia 

Cesta 

Ceston 

Cestui 



Cetab 

Ceuta 

Ceylon 

Chab 

Chablis 

Chabot 

Chache 

Chaco 

Chad 

Chadron 

Chafe 



84" 



Chaja 

Chak 

Chakdar 

Chal 

Chalco 

Chalet 

Chalis 

Chalk 

Cham 

Chamal 

Chamb 



72" 



Chamfer 

Champ 

Champak 

Chancel 

Chancy 

Changa 

Chani 

Chank 

Chant 

Chaos 

Chap 



310 



a 


e=i BRIE1F* HILL isi i=a 




PRIVATE TELEGRAPH CODE 






PRODUCTS— Continued 




Cross Corrugated Sheets 40 Inches Wide — 2H-inch 


Corrugated 


Gauge 


132" 


128" 


124" 


120" 


12 


Chapao 


Chasm 


Chawan 


Chepe 


14 


Chapat 


Chat 


Chazar 


Cheraw 


16 


Chapin 


Chauci 


Chebar 


Cherso 


18 


Chapkan 


Chauk 


Cheir 


Cherup 


20 


Char 


Chaum 


Chekh 


Chess 


22 


Charad 


Chauna 


Chela 


Chetah 


24 


Chares 


Chaus 


Chelub 


Cheucan 


26 


Chark 


Chauve 


Chelys 


Cheval 


28 


Charn 


Chauvin 


Chemic 


Cheven 


29 


Charta 


Chavah 


Cheno 


Chevise 


30 


Chary Chavica 


Cheng 


Chevor 


Gauge 


108" 


96" 


84" 


72" 


12 


Chia 


Chinch 


Chiron 


Choca 


14 


Chica 


Chingle 


Chirp 


Choile 


16 


Chide 


Chinju Chiru 


Cholem 


18 


Chikal 


Chink Chisel 


Chomp 


20 


Chilia 


Chinkers 


Chiule 


Chonta 


22 


Chilpy 


Chinol 


Chive 


Choory 


24 


Chim 


Chinuk 


Chizz 


Chopin 


26 


Chimble 


Chin vat 


Chlanis 


Chorlo 


28 


Chimer 


Chiral 


Chlor 


Chou 


29 


Chimla 


Chirik 


Chloric 


Chuf 


30 


Chinar 


Chiro 


Choar 


Chowk 


Cross Corrugated Sheets 40 Inches Wide — 2-inch Corrugated 


Gauge 


132" 


128" 


124" 


120" 


12 


Chria 


Chyak 


Chingle 


Clachan 


14 


Chroma 


Chylo 


Cinque 


Cladus 


16 


Chromic 


Chyme Cippus 


Claggum 


18 


Chrotia 


Chymod 


Circa 


Claik 


20 


Chub 


Cibol 


Cirrate 


Claire 


22 


Chudder 


Cilia 


Cisco 


Clamp 


24 


Chufa 


Cilice 


Cither 


Clangd 


26 


Chukpa 


Cimier 


Citral 


Claque 


28 


Chulan 


Cinch 


Citrin 


Clarite 


29 


Churka 


Cinchol 


Civet 


Classic 


30 


Churn 


Cinct 


Civil 


Classify 


Gauge 
12 


108" 


96" 


84" 


72" 


Clats 


Clem 


Clitch 


Clump 


14 


Claud 


Cleric 


Clite 


Clung 


16 


Claurt 


Clerisy 


Clives 


Clype 


18 


Clause 


Cleruch 


Cloam 


Clysmic 


20 


Claut 


Clew 


Clod 


Cnicus 


22 


Claver 


Cliack 


Cloit 


Coaid 


24 


Clavis 


Clilt 


Cloke 


Coak 


26 


Cleach 


Climat 


Cloze 


Coapt 


28 


Cleam 


Clinch 


Clout 


Coarct 


29 


Cleap 


Clingy 


Clove 


Cobb 


30 


Cleg 


Clink 


Cloy 


Cobbin 





311 



[~i r=i B R I El R 



H I L L_. lal 1=1 



PRIVATE TELEGRAPH CODE 
PRODUCTS— Continued 



Cross Corrugated Sheets 


40 


Inches Wide — 1J£- 


INCH 


Corrugated 


Gauge 


132" 


128 


• 124" 




120" 



Cobres 

Coburg 

Coccin 

Cocuyo 

Codot 

Coelo 

Coffer 

Cogon 

Cogster 

Cogway 

Cohort 



Coir 

Cola 

Colcol 

Collar 

Colleag 

Collect 

Collide 

Collop 

Colpeo 

Combat 

Comino 



Comity 

Comma 

Commit 

Compact 

Compages 

Compeer 

Complot 

Compte 

Concave 

Concile 

Conclave 



Concoct 

Concord 

Concourse 

Condign 

Condole 

Confab 

Confect 

Confirm 

Conge 

Congest 

Conico 



Gauge 


108" 


96" 


84" 


72" 


12 


Conite 


Contrite 


Coord 


Corbeau 


14 


Connach 


Conular 


Coosten 


Corbel 


16 


Conner 


Conure 


Copa 


Corbina 


18 


Consign 


Convene 


Copalin 


Cordax 


20 


Console 


Converge 


Copier 


Cordial 


22 


Construe 


Convert 


Coplanar 


Cordite 


24 


Consult 


Conveth 


Coptic 


Cordon 


26 


Consume 


Convey 


Coquet 


Cored 


28 


Contend 


Cony 


Coquito 


Coreses 


29 


Contort 


Coobah 


Coquille 


Coriat 


30 


Contrast 


Coocy 


Cora 


Corinth 





Cross 


Corrugated Sheets 5^-inch Corrugated 


Gauge 


132" 


128" 


124" 


120" 


12 


Corm 


Corrie 


Coucher 


Covil 


14 


Cormous 


Corrode 


Coullar 


Coving 


16 


Cornac 


Cortile 


Couloir 


Cowdle 


18 


Cornea 


Cosine 


County 


Coxy 


20 


Cornic 


Cosmic 


Couper 


Coy 


22 


Cornify 


Cosmos 


Coupon 


Cracklin 


24 


Cornu 


Cossid 


Courant 


Cracknell 


26 


Corody 


Costrel 


Courier 


Cramble 


28 


Corona 


Cottle 


Couteau 


Crampit 


29 


Corral 


Cotyle 


Couter 


Cranny 


30 


Correct 


Conac 


Cover 


Crape 



Gauge 


108" 


96" 


84" 


72" 


12 


Crasis 


Crenelle 


Crocket 


Cudgel 


14 


Cravat 


Crenic 


Croma 


Cufie 


16 


Crawn 


Creolin 


Cronk 


Cuish 


18 


Crawtha 


Crepon 


Croom 


Cuiter 


20 


Crayon 


Crespine 


Crouse 


Culet 


22 


Creach 


Cresset 


Crudes 


Culgee 


24 


Creance 


Crevet 


Cruive 


Culprit 


26 


Credent 


Crewel 


Crusade 


Culture 


28 


Cree 


Cricket 


Crustal 


Culvert 


29 


Crenate 


Cringle 


Cryptic 


Cunner 


30 


Crenaux 


Crocard 


Cubile 


Cupel 



312 



[=3 i=a B'R IER 



HILL 1=1 [=i 



PRIVATE TELEGRAPH CODE 
PRODUCTS— Continued 



Gauge 


■h" Crimped Sheets— 36" Wide 


2 X A" Curved Corrugated Sheets 


16 




Curtate 


18 




Cutis 


20 




Cutni 


22 


Curacy 


Cutwal 


24 


Curchie 


Cyanic 


26 


Curio 


Cyanthus 


28 


Curlew 


Cypres 


29 


Currit 


Cyprino 


30 


Cursal 


Cyrus 



313 



R IER HI I_^'l_ 

INDEX 



A 

Accessories, Roofing 168 

Approach Table of Blooming Mill 78 

B 

"Baby Dinky Mogul" 104 

Beaded Pressed Standing Seam 152 

Bee-Hive Coke Ovens 26 

Benzol Plant 39 

Benzol Stills 40 

Billets 136 

Maximum Length 136 

Rolling Limits 136 

Black Sheet Warehouse 119, 120 

Black Steel Sheets 138 

Bundling Table 249 

Gauge Limits 138 

Maximum Rolling Limits 139 

Method of Using Weights Table 230 

Table for Computing Weights 231 

Thicknesses and Weights in Various Gauges 264 

Thickness of Black Sheets, Fractions of an Inch 264 

Thickness of Black Sheets, Millimeters 264 

Weight of Bands Used in Bundling Black Sheets 249 

Weight per Square Foot, Ounces 249 

Weight per Square Foot, Pounds 249 

Blast Furnace 42 

Blast Furnace Blowing Engine 100 

Blooming Mill 79 

Bloom Shears 80 

Blue Annealed 138 

Gauge Limits 138 

Maximum Rolling Limits 138 

Method of Using Weights Table 230 

Table for Computing Weights 231 

Blue Annealing Furnace 94, 117 

Boilers and Stokers 102 

Box Annealed 138 

Gauge Limits 138 

Box Annealing 117 

By-Product Coke Ovens . 30 

By-Product Recovery Plant 38 

C 

Car Dumper 44 

Charging Blast Furnace 47 

Charging Ingots into Soaking Pits 76 

Charging Lorry 33 

Charging Open-Hearth Furnace 65, 66 

Chill Casting 51 

Circles, Circumference and Area . 272 

Coal Crusher ; . . . . 32 

Coke Ram 34 

Cold Rolled 138 

314 



s s B R I ER 



H I LL isi s 



INDEX — Continued 
c 

Gauge Limits 138 

Cold Rolling , . . 116 

Continuous Furnaces . 90 

Continuous Mill * . . . ■ . . 83 

Cooling Bed 85 

Cooling Galvanized Sheets 124 

Corrugated 141 

Application of 141 

Application of Corrugated Elevator Siding 148 

Application of Corrugated Siding 148 

Application of Roofing 147 

Application of Roofing to Iron Framing 147 

Corrugated Elevator Siding 146 

Corrugated Siding 146 

Corrugated V-Crimp Roofing 145 

Cross Corrugated Sheets 145 

Curved Corrugated Sheets 149 

Illustration of Application of Corrugated Sheets 170 

Number of Sheets in a Square 271 

Number of Sheets Necessary for Given Area 268 

Number of Square Feet in a Sheet 271 

Number of Square Feet Required to Cover 100 Square Feet 267 

Sheets, 3-inch Corrugations 142 

Sheets, 23^-inch Corrugations 142 

Sheets, 2-inch Corrugations 143 

Sheets, lj^-inch Corrugations 143 

Sheets, Brier Hiil Special Corrugations 144 

Sheets, %-inch Corrugations 144 

Sheets, j^-inch Crimped 146 

Table for Computing Length of Curved Corrugated Sheets 273 

Table of Square Feet in Different Length Sheets 266 

Crop Shears 84 

D 

District Offices 4 

Doubling Sheets 114 

Drawing Coke 35 

E 

Electric Drive — Plate Mill 101 

Electric Drive— Sheet Mill 101 

Emergency Hospital 133, 134 

Empire Works 108 

F 

Formed Products 141 

Standard Weights in a Bundle, Painted and Galvanized 270 

Standard Weights per Square, Painted and Galvanized 269 

Forming Corrugated Sheets 128 

Forming Pressed Brick Siding 129 

Forming Rock Face Brick and Stone Siding 130 

Forming Roll Roofing 129 

Forming V-Crimp Roofing 128 

Freight Cars 105 



315 



ES o=a B R I E, R 



H I I_ 1_ ss 



INDEX — Continued 

G 

Galvanized Sheet Warehouses 125 

Galvanized Steel Sheets 140 

Bundling Table 256 

Maximum Rolling Limits 140 

Method of Using Table of Weights 230 

Table for Computing Weight 241 

Thickness and Weights in Various Gauges 263 

Weight of Bands Used in Bundling Galvanized Sheets 256 

Weight per Square Foot, Ounces . 256 

Weight per Square Foot, Pounds 256 

Galvanizing Sheets 123, 124 

Gang Shears 85 

Gas Producers 64, 75 

Gas Washer 43 

H 

Historical Sketch of The Brier Hill Steel Co 9 

Hot Blast Stove 45 

Hot Mill Engine 102 

Hydraulic Mining 18 

I 

Industrial Relations Department 132 

Ingots '. 136 

Ingot Buggy 77 

Ingot Train 69 

Inspecting Plates 96 

Iron Ore Mines 14 

L 

Ladle Casting 53 

Ladle Train 54 

Lead Washers 149 

Lightning, Protection from 155 

Loading Coke 37 

Loading Devices 86 

M 

Machine Casting 51 

Measurements — 

Curved Corrugated Sheets 149 

General Measurement Information 161 

How to Measure Building for Quantity of Roofing and Siding Required . . 161 

Merchant Mills 81 

Method of Determining Pitch of Roof 158 

Mixer, Charging 55 

Mixer, Pouring off 56 

Motor Trucks 106 

N 

Nails, Barbed Roofing 167 

O 

Open-Hearth' Steel Plant 62 

Opening Sheets 115 

Ore Boats 23 



316 



as BRIE1R HILL 


r=] i=i 


INDEX — Continued 




... 24, 44 




.... 19 




. . . 21,22 


Ore Train 


.... 20 


P 
Painting, Hints on Painting Roofs 


.... 167 
.... 126 




. ... 110 




.... 122 




.... 6, 7 


Plates 


.... 137 


Table for Computing Weights of Plates 

Plate Mill 


.... 173 

.... 174 
.... 137 
.... 88 


Plate Mill, 84-inch 


.... 91 


Plate Mill, 132-inch 


.... 92 




.... 98 




.... 50 




.... 68 




.... 49 


Pressed Standing Seam Roofing 


.... 154 
.... 154 




.... 271 


Number of Square Feet in a Sheet 


.... 271 

.... 8 


Q 


.... 36 


R 

Reversing Engine, Rolling Mill 


.... 100 


Ridge Roll 


.... 168 


Corrugated End Wall Flashing 

Corrugated Ridge Roll, Standard Sizes 

Corrugated Side Wall Flashing 

Corrugated V-Ridge Capping, Standard Sizes 

Plain Ridge Roll— Styles A and B— Standard Sizes 

Plain V-Ridge Capping — Styles A and B — Standard Sizes .... 


.... 169 
.... 169 
.... 169 
.... 169 
.... 168 
.... 168 
.... 118 


Rolling Mill 


72 




93 


Rolling Sheets 


... 113 




. . 156 


Application of Roll and Cap Roofing 

Application of Roll Roofing on Flat Roofs 

Application of Self-Capping 


159 

.... 158 
.... 157 




... 156 


Self-Capping 


.... 156 


Roughing Out Process 


.... Ill 




J 



317 



INDEX — Continued 

s 

Shaft Mining 17 

Shearing Plates 97 

Shearing Sheet Bar 109 

Shearing Sheets 115 

Sheet and Tin Bar 136 

Maximum Length 136 

Rolling Limits 136 

Table Showing Dimensions of Various Weight Bar 172 

Sheet Furnace 112 

Siding .164 

Application of Rock Face Brick and Stone Siding 166 

Beaded Siding 164 

Plain Pressed Brick Siding 165 

Rock Face Brick Siding 165 

Rock Face Stone Siding 165 

Weatherboard Siding 164 

Skip-Hoist -.....' .46 

Slabs 136 

Maximum Length 136 

Maximum Width 136 

Rolling Limits , 136 

Slag .52 

Soaking Pits . 74 

Special Finishes 139 

Standard Gauge Locomotive 104 

Steam Shovel Mining 16 

Straightening Plates 95 

Stretcher Leveling 119 

Stripping Ingots 70 

T 

Tapping Open-Hearth Furnace 67 

Telegraph Code 298 

Addresses 309 

General Expressions 298 

Letters and Telegrams 299 

Miscellaneous Expressions 308 

Negotiations 305 

Orders 305 

Plates 301 

Diameter of Circles 302 

Length of Plates 302 

Pertaining to Plates 301 

Quality Required 301 

Quantities and Numbers • . 303 

Thickness of Plates 301 

Width of Plates 301 

Products ' 310 

Corrugated Elevator Siding 310 

Corrugated Roofing, 3-inch 310 

Corrugated Roofing, 23^-inch 310 

Corrugated Roofing, 2-inch 310 

318 



bib BF3IE1F3 HILL b b 

INDEX — Concluded 
t 

Corrugated Roofing, lM-inch 310 

Corrugated Roofing, %-inch . 310 

Crimped Sheets, ^-inch . . . 313 

Cross Corrugated Sheets, 3-inch . 310 

Cross Corrugated Sheets, 2^-inch 31*1 

Cross Corrugated Sheets, 2-inch . . 311 

Cross Corrugated Sheets, lM-inch 312 

Cross Corrugated Sheets, %-inch 312 

Curved Corrugated Sheets, 23^-inch 313 

One Pass Cold Rolled and Box Annealed . 310 

Three Pass Cold Rolled and Box Annealed 310 

Quantities and Numbers " 308 

Shipments 304 

Sizes of Flat Sheets 307 

Sizes of Roofing Sheets 307 

Terms 309 

U 

Uniform Color 138 

Gauge Limits 138 

V 

V-Crimped Roofing 150 

Application of 153 

Number of Sheets in a Square 271 

Number of Square Feet in a Sheet 271 

2V-Crimp 150 

3V-Crimp 150 

4 V-Crimp 151 

5V-Crimp 151 

6V-Crimp 151 

W 

Washed Metal 58 

Casting 60 

Pernot Furnace 59 

Reservoir 58 

Washing Sheets 122 

Weights and Measures 275 

Comparison of U. S. and Foreign Dry Measures 291 

Comparison of U. S. and Foreign Land Measures 283 

Comparison of U. S. and Foreigh Lineal Measures 282 

Comparison of U. S. and Foreign Liquid Measures 291 

Comparison of U. S. and Foreign Road Measures 283 

Comparison of U. S. and Foreign Weights 291 

Comparison of U. S. and Metric Systems 280 

Conversion of Weights and Measures 276 

General Mathematical Rules 292 

Lineal Equivalents, Inches to Millimeters 284 

Lineal Equivalents, Millimeters to Inches 287 

Metric System 278 

Money Tables, U. S. Coins 294 

Money Tables, Foreign Moneys 294 

Western Reserve Works 108 

319 



THE MATTHEWS-NORTHRUP WORKS, BUFFALO, CLEVELAND AND NEW YORK 



